{"id":234819,"date":"2022-01-29T17:21:42","date_gmt":"2022-01-29T16:21:42","guid":{"rendered":"https:\/\/www.ibh-herold.de\/publications\/"},"modified":"2023-05-30T15:36:12","modified_gmt":"2023-05-30T13:36:12","slug":"publications","status":"publish","type":"page","link":"https:\/\/www.ibh-herold.de\/en\/publications\/","title":{"rendered":"Publications"},"content":{"rendered":"

[et_pb_section fb_built=”1″ disabled_on=”off|off|off” admin_label=”Hero Section” _builder_version=”4.16″ background_color=”#7F7F7F” background_enable_color=”on” background_color_gradient_direction=”105deg” background_enable_image=”off” parallax=”on” custom_padding=”0px|0px|0px|0px|false|false” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” bottom_divider_color=”#4c4c4c” bottom_divider_height=”20px” bottom_divider_flip=”horizontal” global_colors_info=”{}” background_color_gradient_direction__hover=”180deg” background_color_gradient_direction__hover_enabled=”180deg” background_color_gradient_start_position__hover=”0%” background_color_gradient_start_position__hover_enabled=”0%” background_color_gradient_end_position__hover=”100%” background_color_gradient_end_position__hover_enabled=”100%” background_color_gradient_stops__hover=”#2b87da 0%|#29c4a9 100%”][et_pb_row custom_padding_last_edited=”on|desktop” _builder_version=”4.16″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”rgba(0,0,0,0.2) 30%|rgba(0,0,0,0) 30%” background_color_gradient_start=”rgba(0,0,0,0.2)” background_color_gradient_start_position=”30%” background_color_gradient_end=”rgba(0,0,0,0)” background_color_gradient_end_position=”30%” background_size=”initial” background_position=”top_left” background_repeat=”repeat” width=”100%” max_width=”100%” custom_padding=”|||5%|false|false” custom_padding_tablet=”100px|||50px|false|false” custom_padding_phone=”|||35px|false|false” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_blurb title=”Publications” alt=”Icon Planning \/ Statics” icon_placement=”left” image_icon_width=”48px” content_max_width=”100%” content_max_width_tablet=”” content_max_width_phone=”” content_max_width_last_edited=”on|desktop” module_class=”hyphens-man” _builder_version=”4.16″ header_level=”h1″ header_text_align=”left” header_font_size=”1.8rem” header_line_height=”2em” body_font=”|600|||||||” body_text_align=”left” background_enable_color=”off” positioning=”relative” vertical_offset=”0px” horizontal_offset=”-17px” horizontal_offset_tablet=”” horizontal_offset_phone=”0px” horizontal_offset_last_edited=”on|desktop” background_layout=”dark” module_alignment=”center” custom_margin_tablet=”||||false|false” custom_margin_phone=”” custom_margin_last_edited=”on|phone” custom_padding_tablet=”” custom_padding_phone=”” custom_padding_last_edited=”on|desktop” animation_style=”fold” animation_direction=”bottom” animation_intensity_fold=”20%” animation_starting_opacity=”100%” border_radii=”on|5px|5px|5px|5px” image_max_width=”48px” icon_font_size=”60px” saved_tabs=”all” global_colors_info=”{}”][\/et_pb_blurb][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” background_color=”#474747″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” background_enable_color=”off” custom_margin=”-1px|auto|-30px|auto||” custom_padding=”0px|||||” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.16″ _module_preset=”default” text_font=”||on||||||” text_text_color=”#00ae00″ header_font=”||||||||” header_text_color=”#00ae00″ header_line_height=”1.4em” header_2_text_color=”#00ae00″ header_2_font_size=”30px” header_2_line_height=”1.4em” background_enable_color=”off” background_layout=”dark” width=”120%” width_tablet=”100%” width_phone=”” width_last_edited=”on|tablet” saved_tabs=”all” global_colors_info=”{}”]<\/p>\n

Publications – Total<\/h2>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Der Einsatz von Drohnen bei \u00dcberwachung und Kontrolle von Geotechnischen Konstruktionen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Zur%20inneren%20Standsicherheit%20von%20Gabionen%20-%20Gro\u00dfversuch%20&%20Bemessungsans\u00e4tze%20″ button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.20.2″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” hover_enabled=”0″ header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}” sticky_enabled=”0″]<\/p>\n

Herold, A., Cubon, P.<\/span><\/p>\n

Source: Tagungsband Christan Veder Kolloquium 04\/2023, Graz<\/span><\/p>\n

[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ disabled_on=”off|off|off” admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Der Einsatz von Drohnen bei \u00dcberwachung und Kontrolle von Geotechnischen Konstruktionen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Mehr%20Sicherheit%20bei%20KBE-Systemen%20\u2013%20Anprall-%20und%20Brandverhalten%20im%20Gro\u00dfversuch” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.20.2″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]<\/p>\n

Herold, A., Cubon, P.<\/span><\/p>\n

Source: Tagungsband Siegener Symposium f\u00fcr Geomesstechnik 03\/2023; Siegen<\/span><\/p>\n

[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Zur inneren Standsicherheit von Gabionen – Gro\u00dfversuch & Bemessungsans\u00e4tze” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Zur%20inneren%20Standsicherheit%20von%20Gabionen%20-%20Gro\u00dfversuch%20&%20Bemessungsans\u00e4tze%20″ button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.20.2″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]<\/p>\n

Herold, A., Heimbecher, F., 2020<\/cite><\/p>\n

Source: Stra\u00dfe und Autobahn, Kirchbaum Verlag GmbH<\/p>\n

[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ disabled_on=”off|off|off” admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Mehr Sicherheit bei KBE-Systemen \u2013 Anprall- und Brandverhalten im Gro\u00dfversuch” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Mehr%20Sicherheit%20bei%20KBE-Systemen%20\u2013%20Anprall-%20und%20Brandverhalten%20im%20Gro\u00dfversuch” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.20.2″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]<\/p>\n

Herold, A., 7.3.2013<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2013, Deutsche Gesellschaft f\u00fcr Geotechnik e.V. -DGGT-, Essen, 13. Informations- und Vortragstagung \u00fcber “Kunststoffe in der Geotechnik”, S. 45-53<\/p>\n

[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Mehr Sicherheit bei KBE-Systemen \u2013 Anprall- und Brandverhalten im Gro\u00dfversuch” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Mehr%20Sicherheit%20bei%20KBE-Systemen%20\u2013%20Anprall-%20und%20Brandverhalten%20im%20Gro\u00dfversuch” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., 24.-25.1.2013<\/cite><\/p>\n

Source: Beitr\u00e4ge zum 8. Geokunststoff-Kolloquium “Mehr Sicherheit bei KBE-Systemen – Anprall- und Brandverhalten im Gro\u00dfversuch”, S. 176-196[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Kunststoff Bewehrte Erde (KBE) St\u00fctzw\u00e4nde als wirtschaftliche Alternative zu konventionellen Seitenbetonst\u00fctzmauern im Auslaufbereich des Wasserkraftwerks Arkun in T\u00fcrkei” button_url=”https:\/\/www.ibh-herold.de\/en\/publications?publicationtitle=Kunststoff%20Bewehrte%20Erde%20(KBE)%20St\u00fctzw\u00e4nde%20als%20wirtschaftliche%20Alternative%20zu%20konventionellen%20Seitenbetonst\u00fctzmauern%20im%20Auslaufbereich%20des%20Wasserkraftwerks%20Arkun%20in%20T\u00fcrkei%22″ button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Herold, A., Haselsteiner, R., Westhus, S., 24.-25.01.2013<\/cite><\/p>\n

Source: Beitr\u00e4ge zum 8. Geokunststoff-Kolloquium, “Mit Geogittern bewehrte Erdw\u00e4nde als wirtschaftliche Alternative zu konventionellen Seitenbtonst\u00fctzw\u00e4nden im Auslaufbereich des Wasserkraftwerks Arkun in der T\u00fcrkei”, S. 285-304[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”20 m tiefe Baugrube in Homs, Syrien, unter statischer und dynamischer Belastung im Bodenkontakt – Erste Ergebnisse” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=20%20m%20tiefe%20Baugrube%20in%20Homs,%20Syrien,%20unter%20statischer%20und%20dynamischerBelastung%20im%20Bodenkontakt%20-%20Erste%20Ergebnisse” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Riffelmacher, A., Kasem, G., 28.4.-29.4.2011<\/cite><\/p>\n

Soure: Beitr\u00e4ge zum 26. Christian Veder Kolloquium “Tiefe Baugruben unter schwierigen Randbedingungen”, Heft 40, S. 97-116[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Spezielles St\u00fctzwandsystem f\u00fcr ADAC-Fahrsicherheitszentrum” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Spezielles%20St\u00fctzwandsystem%20f\u00fcr%20ADAC-Fahrsicherheitszentrum” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Wittek, A., Vollmert, L., 2011<\/cite><\/p>\n

Source: Stra\u00dfe und Autobahn, Heft 08\/2011, Kirchbaum Verlag GmbH, S. 589-592[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”KBE-System f\u00fcr die B6n – Innovation & Gestaltung” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=KBE-System%20f\u00fcr%20die%20B6n%20-%20Innovation%20&%20Gestaltung” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Holst, B., Schmalian, E., 2011<\/cite><\/p>\n

Source: Stra\u00dfe und Autobahn, Heft 08\/2011, Kirchbaum Verlag GmbH, S. 589-592[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Tiefgr\u00fcndungselemente zur Nutzung regenerativer Energien – Innovative Konzepte f\u00fcr Bohrpf\u00e4hle und Kleinverpresspf\u00e4hle” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Tiefgr\u00fcndungselemente%20zur%20Nutzung%20regenerativer%20Energien%20-%20Innovative%20Konzepte%20f\u00fcr%20Bohrpf\u00e4hle%20und%20Kleinverpresspf\u00e4hle” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Ischebeck, E., Reinhardt, J., Boeck, T., 26.\/27.1.2010<\/cite><\/p>\n

Source: 7. Kolloquium “Bauen in Boden und Fels” in Ostfildern, Technische Akademie Esslingen e.V., Tagungshandbuch 2010, S. 591[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Construction of the bridge approach embankments for Riga\u00b4s South bridge: Case study” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Construction%20of%20the%20bridge%20approach%20embankments%20for%20Riga\u00b4s%20South%20bridge:%20Case%20study%22″ button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Hangen, H., 2010<\/cite><\/p>\n

Source: Brazilian Chapter of the International Geosynthetics Society (IGSBrazil), Sao Paulo, SP, Brazil, pp 1507-1513[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Verbund- und Systemverhalten von Geogittern in bindemittelverbesserten B\u00f6den” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Verbund-%20und%20Systemverhalten%20von%20Geogittern%20in%20bindemittelverbesserten%20B\u00f6den” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]2009<\/cite><\/p>\n

Source: 6. Geokunststoff-Kolloquium, Tagungsband, S. 45-57[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Welche pH-Werte sind in der Praxis realistisch und haben diese Auswirkungen auf A4?” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Welche%20pH-Werte%20sind%20in%20der%20Praxis%20realistisch%20und%20haben%20diese%20Auswirkungen%20auf%20A4″ button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Hering, A., Dr.-Ing. Retzlaff, J., 2009<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2009, Deutsche Gesellschaft f\u00fcr Geotechnik e.V., -DGGT-, Essen, S. 141-146[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Die Verwendung des HSSmall-Modells bei FE-Berechnungen f\u00fcr die Gebrauchstauglichkeit f\u00fcr KBE-Konstruktionen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Die%20Verwendung%20des%20HSSmall-Modells%20bei%20FE-Berechnungen%20f\u00fcr%20die%20Gebrauchstauglichkeit%20f\u00fcr%20KBE-Konstruktionen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Priv.-Doz. Dr.-Ing. von Wolffersdorff, P.-A., 2009<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2009, Deutsche Gesellschaft f\u00fcr Geotechnik e.V., -DGGT-, Essen, S. 71-76[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Zum Last-Verformungsverhalten bewehrter St\u00fctzkonstruktionen im Frontbereich” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=um%20Last-Verformungsverhalten%20bewehrter%20St\u00fctzkonstruktionen%20im%20Frontbereich” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Hering, A., Daniel Pachomow, Prof. Herbert Klapperich, Nandor Tamaskovics, 22.-23.1.2009<\/cite><\/p>\n

Source: Geokunststoff-Kolloquium 2009, Bad Lauterberg, Naue GmbH & Co. KG Eselkamp[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”The use of Hardening Soil Model with Small-Strain Stiffness for Serviceability Limit State analyses of GRE Structures” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=The%20use%20of%20Hardening%20Soil%20Model%20with%20Small-Strain%20Stiffness%20for%20Serviceability%20Limit%20State%20analyses%20of%20GRE%20Structures” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., von Wolffersdorff, P.-A., 2.-5.9.2009<\/cite><\/p>\n

Source: International Geosynthetics Society, Cape Town, South Africa, Conference Proceedings, S. 1-10[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Der Einsatz von KBE im Rahmen von PPP-Gro\u00dfprojekten” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Der%20Einsatz%20von%20KBE%20im%20Rahmen%20von%20PPP-Gro\u00dfprojekten” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Gallob, M., Mannsbart, G., 12.2.2009<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2009, Deutsche Gesellschaft f\u00fcr Geotechnik e.V., -DGGT-, Essen[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”KBE-Kunststoffbewehrte Erde an der S\u00fcdbr\u00fccke in Riga – ein Praxisbeispiel” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=KBE-Kunststoffbewehrte%20Erde%20an%20der%20S\u00fcdbr\u00fccke%20in%20Riga%20-%20ein%20Praxisbeispiel” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Hangen, H., 2009<\/cite><\/p>\n

Source: Geotechnik, Heft 03,, Fachsektion Kunststoffe in der Geotechnik, Deutsche Gesellschaft f\u00fcr Geotechnik e.V.-DGGT-, Essen, S. 140-147[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Bridge Abutments made of GRE – Design and Execution information” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Bridge%20Abutments%20made%20of%20GRE%20-%20Design%20and%20Execution%20information” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Hangen. H., 10.-11.9.2009<\/cite><\/p>\n

Source: Tagungs-CD NAUE-Seminar Danzig, Status 10\/2009[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Die neue EBGEO – Empfehlung f\u00fcr die Bewehrung mit Geokunststoffen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Die%20neue%20EBGEO%20-%20Empfehlung%20f\u00fcr%20die%20Bewehrung%20mit%20Geokunststoffen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Br\u00e4u, G., 4.-5.6.2009<\/cite><\/p>\n

Source: 4. Symposium Umweltgeotechnik der DGGT und 4. Freiberger Geotechnik-Kolloquium in Freiberg, Technische Universit\u00e4t Bergakademie Freiberg, Statusbericht 2008, Forschungsbeitr\u00e4ge, Heft 2009, S. 362-374[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Geodetect – Geokunststoff mit Faseroptik-Sensoren: Von der Entwicklung bis zur Anwendung – 4 Jahre Erfahrung” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Geodetect%20-%20Geokunststoff%20mit%20Faseroptik-Sensoren:%20Von%20der%20Entwicklung%20bis%20zur%20Anwendung%20-%204%20Jahre%20Erfahrung” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Murray, H., Dr. Nancey, A., 24.1.2008<\/cite><\/p>\n

Source: BAUTEX 2008, Chemnitz, S. 1-17[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Kombination von Vernagelung und Geokunststoffen zur Sicherung von Lockergesteinsb\u00f6schungen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Kombination%20von%20Vernagelung%20und%20Geokunststoffen%20zur%20Sicherung%20von%20Lockergesteinsb\u00f6schungen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Vollmert, L., 2008<\/cite><\/p>\n

Source: Bautechnik 2008, Zeitschrift: Bautechnik Jg.: 85, Nr. 6 (2008), Verlag Ernst & Sohn, S. 420-424[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Br\u00fcckenwiderlager aus KBE – Hinweise f\u00fcr Entwurf und Ausf\u00fchrung” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Br\u00fcckenwiderlager%20aus%20KBE%20-%20Hinweise%20f\u00fcr%20Entwurf%20und%20Ausf\u00fchrung” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., 2008<\/cite><\/p>\n

Source: 6. Kolloquium “Bauen in Boden und Fels” in Ostfildern, Technische Akademie Esslingen e.V., Tagungshandbuch 2008, S. 533-543[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Construction of the bridge approach embankments for Riga\u00b4s South bridge: Case study” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Construction%20of%20the%20bridge%20approach%20embankments%20for%20Riga\u00b4s%20South%20bridge:%20Case%20study%22″ button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Hangen, H., Gaisin, A., Arhipenko, R., 15.-18.9.2008<\/cite><\/p>\n

Source: Polish committee on Geo technics & Gdansk University of Technology, Gdansk, 2008, Volume 1, S. 61-68[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Neues rund ums Geogitter” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Neues%20rund%20ums%20Geogitter” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Klapperich, H., 25.1.2007<\/cite><\/p>\n

Source: Geokunststoff-Kolloquium 2007, Bad Lauterberg, Naue GmbH & Co. KG Eselkamp, S. 254-268[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Der Ansatz des horizontalen Erddruckes auf die Front von KBE-Systemen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Der%20Ansatz%20des%20horizontalen%20Erddruckes%20auf%20die%20Front%20von%20KBE-Systemen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Pachomow, D., Vollmert, L., 2007<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2007, Deutsche Gesellschaft f\u00fcr Geotechnik e.V. -DGGT-, Essen, S. 129-139[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”10 Jahre Verformungsbeobachtungen an KBE-Bauwerken – Ist die Dehnsteifigkeit der Geokunststoffe der Schl\u00fcssel zur korrekten Prognose des Verformungsverhaltens von KBE-St\u00fctzbauwerken?” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=10%20Jahre%20Verformungsbeobachtungen%20an%20KBE-Bauwerken%20-%20Ist%20die%20Dehnsteifigkeit%20der%20Geokunststoffe%20der%20Schl\u00fcssel%20zur%20korrekten%20Prognose%20des%20Verformungsverhaltens%20von%20KBE-St\u00fctzbauwerken” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., 2007<\/cite><\/p>\n

Source: Geotechnik, Jg.: 29, Nr. 2, (2007), Deutsche Gesellschaft f\u00fcr Geotechnik e.V. (DGGT), Essen, S. 79-86[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Messung von statistischen und dynamischen Dehnungen in KBE-kunststoffbewehrte-Erde-Konstruktionen mit faseroptischen Sensoren – Praxisbeispiele \/ Ergebnisse \/ numerische Simulationen und R\u00fcckrechnungen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Messung%20von%20statistischen%20und%20dynamischen%20Dehnungen%20in%20KBE-kunststoffbewehrte-Erde-Konstruktionen%20mit%20faseroptischen%20Sensoren%20-%20Praxisbeispiele%20\/%20Ergebnisse%20\/%20numerische%20Simulationen%20und%20R\u00fcckrechnungen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Pachomow, D., Murray, H., Boones, B., 22.2.2006<\/cite><\/p>\n

Source: Messen in der Geotechnik[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Br\u00fcckenwiderlager aus KBE-Kunststoffbewehrter Erde” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Br\u00fcckenwiderlager%20aus%20KBE-Kunststoffbewehrter%20Erde” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., 26.1.2006<\/cite><\/p>\n

Source: S\u00e4chsisches Textilforschungsinstitut e.V., Chemnitz, S. 1-12[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”DAYANIKLI YE\u015e\u0456L B\u0456TK\u0456 \u00d6RT\u00dcS\u00dc VE GRE YAPILARININ YANGINA KAR\u015eI KORUNMASI” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=DAYANIKLI%20YE\u015e\u0456L%20B\u0456TK\u0456%20\u00d6RT\u00dcS\u00dc%20VE%20GRE%20YAPILARININ%20YANGINA%20KAR\u015eI%20KORUNMASI” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Aydogmus, T., Yilmaz, H.R., Aklik, P., 2006<\/cite><\/p>\n

Source: Second National Conference on Geosynthetics[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Das erste permanente Br\u00fcckenwiderlager in der Bauweise KBE in Deutschland” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Das%20erste%20permanente%20Br\u00fcckenwiderlager%20in%20der%20Bauweise%20KBE%20in%20Deutschland” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A.<\/cite><\/p>\n

Source: Tagungsband FS Geokunststoffe, S. 2- 8; Verlage Ernst & Sohn, M\u00fcnchen 2005;[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ disabled_on=”off|off|off” admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Geokunststoffe und B\u00f6schungsvernagelung” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Geokunststoffe%20und%20B\u00f6schungsvernagelung” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., M\u00fcller-Rochholz, J., Recker, Ch., 2005<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2005, Deutsche Gesellschaft f\u00fcr Geotechnik e.V. -DGGT-, Essen, 9. Informations- und Vortragstagung \u00fcber “Kunststoffe in der Geotechnik”, S. 39-44[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Br\u00fcckenwiderlager aus KBE-Kunststoffbewehrter Erde, Einsatzgebiete und Anwendungsgrenzen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Br\u00fcckenwiderlager%20aus%20KBE-Kunststoffbewehrter%20Erde,%20Einsatzgebiete%20und%20Anwendungsgrenzen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., 2005<\/cite><\/p>\n

Source: Geotechnik-Kolloquium “Innovative Bodenverbesserung & Verbundbauwerke”, -Injektionen-R\u00fcttler-Geokunststoffe & mehr-, Freiberg, Technische Universit\u00e4t Bergakademie Freiberg, Heft 2005-2, S. 195-217[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Rechtsaspekte beim Bauen mit Geokunststoffen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Rechtsaspekte%20beim%20Bauen%20mit%20Geokunststoffen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Friedrich, M., 2005<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2005, Deutsche Gesellschaft f\u00fcr Geotechnik e.V. -DGGT-, Essen, 9. Informations- und Vortragstagung \u00fcber “Kunststoffe in der Geotechnik”, S. 39-44[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Begr\u00fcnung und Brandschutz von KBE-St\u00fctzkonstruktionen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Begr\u00fcnung%20und%20Brandschutz%20von%20KBE-St\u00fctzkonstruktionen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Stallmann, T., Rei\u00dfhauer, P., 2004<\/cite><\/p>\n

Source: EuroGeo3, Proceedings of the Third European Geosynthetics Conference, DGGT and TUM-ZG, Vol. II, S. 451-457[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Bestimmung von dynamischen Spannungen in Kunststoffbewehrte-Erde-Konstruktionen unter Zuhilfenahme von Kegelmodellen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Bestimmung%20von%20dynamischen%20Spannungen%20in%20Kunststoffbewehrte-Erde-Konstruktionen%20unter%20Zuhilfenahme%20von%20Kegelmodellen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Tamaskovics, N., 2004<\/cite><\/p>\n

Source: Bautechnik 81, Nr. 9, Zeitschrift: Bautechnik Jg.: 81, Nr. 9, 2004, Verlag Ernst & Sohn, S. 725-733[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Innovative construction using geosynthetics – pros and cons” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Innovative%20construction%20using%20geosynthetics%20-%20pros%20and%20cons” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., 5.-8.9.2004<\/cite><\/p>\n

Source: University of Mining and Technology, Geotechnical Institute, VGE-Verlag, Essen, S. 529-535[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Determination of Dynamic Loading Effects in Geosynthetic Reinforced Soil Constructions with the method of cones” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Determination%20of%20Dynamic%20Loading%20Effects%20in%20Geosynthetic%20Reinforced%20Soil%20Constructions%20with%20the%20method%20of%20cones” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Tamaskovics, N., 2004<\/cite><\/p>\n

Source: University of Mining and Technology, Geotechnical Institute”, VGE-Verlag, Essen, S. 445-466[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Geokunststoffbewehrte Gro\u00dfbauwerke – Verformungsmessungen und R\u00fcckrechnung – Wie kann das Verformungsverhalten von KBE-Konstruktionen optimal prognostiziert werden?” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Geokunststoffbewehrte%20Gro\u00dfbauwerke%20-%20Verformungsmessungen%20und%20R\u00fcckrechnung%20-%20Wie%20kann%20das%20Verformungsverhalten%20von%20KBE-Konstruktionen%20optimal%20prognostiziert%20werden” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., 2004<\/cite><\/p>\n

Source: Geolex, Heft 1, 2004[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Geokunststoffe zur Deichsicherung und -ert\u00fcchtigung im Hochwasserschutz” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Geokunststoffe%20zur%20Deichsicherung%20und%20-ert\u00fcchtigung%20im%20Hochwasserschutz” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Saathoff, F., 2003<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2003, Deutsche Gesellschaft f\u00fcr Geotechnik e.V. -DGGT-, Essen[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Die Ermittlung von dynamischen Spannungen \/ Lasten innerhalb von kunststoffbewehrten St\u00fctzkonstruktionen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Die%20Ermittlung%20von%20dynamischen%20Spannungen%20\/%20Lasten%20innerhalb%20von%20kunststoffbewehrten%20St\u00fctzkonstruktionen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., M\u00fcller-Boruttau, F., 2003<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2003, Deutsche Gesellschaft f\u00fcr Geotechnik e.V. -DGGT-, Essen[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Die Brandsicherheit von KBE-Konstruktionen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Die%20Brandsicherheit%20von%20KBE-Konstruktionen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Rei\u00dfhauer, P., 2003<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2003, Deutsche Gesellschaft f\u00fcr Geotechnik e.V. -DGGT-, Essen[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Alternativer Steinschlagschutz unter Nutzung von Geosynthetics” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Alternativer%20Steinschlagschutz%20unter%20Nutzung%20von%20Geosynthetics” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., von Wolffersdorf, P.-A., 2003<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2003, Deutsche Gesellschaft f\u00fcr Geotechnik e.V. -DGGT-, Essen[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Gro\u00dfbauwerke aus KBE – Verformungsberechnung\/Verformungsmessungen ein Vergleich” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Gro\u00dfbauwerke%20aus%20KBE%20-%20Verformungsberechnung\/Verformungsmessungen%20ein%20Vergleich” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Alexiew, D., 2003<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2003, Deutsche Gesellschaft f\u00fcr Geotechnik e.V. -DGGT-, Essen[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Innovatives Bauen mit Geosynthetics” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Innovatives%20Bauen%20mit%20Geosynthetics” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Aydogmus, T., 21.6.2002<\/cite><\/p>\n

Source: Geo2002, Fach-Kolloquium Geotechnik im BAUWESEN – Grundbau – Felsbau – Spezialtiefbau. Institute for Geotechnics of the TU Bergakademie Freiberg, Issue 2002-2, pp. 99-113[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Das erste Stra\u00dfenbr\u00fcckenwiderlager in Deutschland als Permanentkonstruktion in der Bauweise KBE – Kunststoffbewehrte Erde” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Das%20erste%20Stra\u00dfenbr\u00fcckenwiderlager%20in%20Deutschland%20als%20Permanentkonstruktion%20in%20der%20Bauweise%20KBE%20-%20Kunststoffbewehrte%20Erde” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., 2001<\/cite><\/p>\n

Source: Sonderheft Geotechnik 2001, Deutsche Gesellschaft f\u00fcr Geotechnik e.V. -DGGT-, Essen (2001), S. 113-119[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Die Bauweise KBE (kunststoffbewehrte Erde) – eine wirtschaftliche Alternative?” button_url=”https:\/\/www.ibh-herold.de\/en\/publications?publicationtitle=Die%20Bauweise%20KBE%20(kunststoffbewehrte%20Erde)%20-%20eine%20wirtschaftliche%20Alternative?” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Alexiew, D., 2001<\/cite><\/p>\n

Source: 3. \u00d6sterreichische Geotechniktagung, Wien, Technische Universit\u00e4t Wien, Institut f\u00fcr Grundbau und Bodenmechanik, S. 273-288[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Ans\u00e4tze zur Begr\u00fcnung geokunststoffbewehrter St\u00fctzwandkonstruktionen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Ans\u00e4tze%20zur%20Begr\u00fcnung%20geokunststoffbewehrter%20St\u00fctzwandkonstruktionen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Hoy, G., Artmann, S., 2000<\/cite><\/p>\n

Source: Geotechnik, Heft 2, (2000) Deutsche Gesellschaft f\u00fcr Geotechnik e.V., DGGT, Essen, S. 87-93[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Geokunststoffe unter dynamischer Belastung II” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Geokunststoffe%20unter%20dynamischer%20Belastung%20II” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., 1999<\/cite><\/p>\n

Source: Sonderdruck Geotechnik Deutsche Gesellschaft f\u00fcr Geotechnik e.V., DGGT, Essen (1999), S. 69-75[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Erste Praxiserfahrungen mit einem neuen Bemessungsmodell f\u00fcr geokunststoffarmierte Baustra\u00dfen” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Erste%20Praxiserfahrungen%20mit%20einem%20neuen%20Bemessungsmodell%20f\u00fcr%20geokunststoffarmierte%20Baustra\u00dfen” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., 1998<\/cite><\/p>\n

Source: Bauen mit Textilien 1, Nr. 1 (1998), Beuth Verlag, S. 34-37[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Der Einsatz von textilbewehrter Erde als Erddruckf\u00e4nger bei der St\u00fctzwandsanierung” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Der%20Einsatz%20von%20textilbewehrter%20Erde%20als%20%22Erddruckf\u00e4nger%22%20bei%20der%20St\u00fctzwandsanierung” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., 1998<\/cite><\/p>\n

Source: Bauen mit Textilien 1, Nr. 3 (1998), Beuth Verlag, S. 22-25[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Planung und Ausf\u00fchrung einer 19 m hohen, begr\u00fcnten Steilwand in de Bauweise Kunststoffbewehrte Erde” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Planung%20und%20Ausf\u00fchrung%20einer%2019%20m%20hohen,%20begr\u00fcnten%20Steilwand%20in%20de%20Bauweise%20Kunststoffbewehrte%20Erde” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Magnus, M., 1998<\/cite><\/p>\n

Source: Geotechnik, Heft 4 (1998), Deutsche Gesellschaft f\u00fcr Geotechnik e.V., DGGT, Essen, S. 305-309[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Dimensionierung von Oberbauten von Verkehrsfl\u00e4chen und die Einsch\u00e4tzung der Tragkraft des Erdplanums” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Dimensionierung%20von%20Oberbauten%20von%20Verkehrsfl\u00e4chen%20und%20die%20Einsch\u00e4tzung%20der%20Tragkraft%20des%20Erdplanums” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Hering, A., K\u00f6hler, U., 1998<\/cite><\/p>\n

Source: Sonderdruck Geotechnik Deutsche Gesellschaft f\u00fcr Geotechnik e.V., DGGT, Essen (1998), S. 487-498[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”About Section” _builder_version=”4.16″ background_color=”#e6e6e6″ use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#a5a5a5 20%|#7f7f7f 20%” background_color_gradient_start=”#a5a5a5″ background_color_gradient_start_position=”20%” background_color_gradient_end=”#7f7f7f” background_color_gradient_end_position=”20%” top_divider_color=”#4c4c4c” top_divider_height=”20px” top_divider_flip=”horizontal” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#a5a5a5 15%|#7f7f7f 15%” background_color_gradient_start_position_phone=”15%” background_color_gradient_end_position_phone=”15%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Dynamisches Kreisringscherger\u00e4t zur Bestimmung des Grenzfl\u00e4chenscherverhaltens zwischen Geokunststoffen und Lockergestein” button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Dynamisches%20Kreisringscherger\u00e4t%20zur%20Bestimmung%20des%20Grenzfl\u00e4chenscherverhaltens%20zwischen%20Geokunststoffen%20und%20Lockergestein” button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]Herold, A., Mannsbart, G., 1997<\/cite><\/p>\n

Source: Sonderdruck Heft Geotechnik (1997), Verlag Ernst & Sohn, Essen, S. 135-140[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.16″ _module_preset=”default” use_background_color_gradient=”on” background_color_gradient_direction=”105deg” background_color_gradient_stops=”#7f7f7f 80%|#a5a5a5 80%” background_color_gradient_start=”#7f7f7f” background_color_gradient_start_position=”80%” background_color_gradient_end=”#a5a5a5″ background_color_gradient_end_position=”80%” background_last_edited=”on|phone” background_color_gradient_stops_phone=”#7f7f7f 85%|#a5a5a5 85%” background_color_gradient_start_position_phone=”85%” background_color_gradient_end_position_phone=”85%” border_width_bottom=”1px” border_color_bottom=”#d6d6d6″ global_colors_info=”{}”][et_pb_row _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ _module_preset=”default” global_colors_info=”{}”][et_pb_cta title=”Settlement upholstery made of drainments%22″ button_url=”https:\/\/www.ibh-herold.de\/en\/requirement_publication\/?publicationtitle=Settlement%20upholstery%20made%20of%20drainments%22″ button_text=”Request more information ” disabled_on=”off|off|off” module_class=”dl_list” _builder_version=”4.16″ _module_preset=”default” header_level=”h3″ header_text_align=”left” header_font_size=”20px” background_color=”rgba(0,0,0,0.2)” button_alignment=”left” text_orientation=”left” header_line_height_tablet=”” header_line_height_phone=”1.1em” header_line_height_last_edited=”on|phone” border_radii=”on|5px|5px|5px|5px” box_shadow_style=”preset3″ saved_tabs=”all” global_colors_info=”{}”]<\/p>\n

Herold, A., 1996<\/cite> Source: Proceedings Eurogeo I, Maastricht, Heft: Geosynthetics: Applications, Design and Construction (1996), Verlag Oe Groot, Den Hoedt & Termaat (edsJ, Rotterdam), S. 511-514<\/p>\n

[\/et_pb_cta][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"

Publications – TotalHerold, A., Cubon, P. Source: Tagungsband Christan Veder Kolloquium 04\/2023, GrazHerold, A., Cubon, P. Source: Tagungsband Siegener Symposium f\u00fcr Geomesstechnik 03\/2023; SiegenHerold, A., Heimbecher, F., 2020 Source: Stra\u00dfe und Autobahn, Kirchbaum Verlag GmbHHerold, A., 7.3.2013 Source: Sonderheft Geotechnik 2013, Deutsche Gesellschaft f\u00fcr Geotechnik e.V. -DGGT-, Essen, 13. Informations- und Vortragstagung \u00fcber “Kunststoffe in […]<\/p>\n","protected":false},"author":3,"featured_media":0,"parent":0,"menu_order":250,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-234819","page","type-page","status-publish","hentry"],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/www.ibh-herold.de\/en\/wp-json\/wp\/v2\/pages\/234819","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.ibh-herold.de\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.ibh-herold.de\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.ibh-herold.de\/en\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ibh-herold.de\/en\/wp-json\/wp\/v2\/comments?post=234819"}],"version-history":[{"count":43,"href":"https:\/\/www.ibh-herold.de\/en\/wp-json\/wp\/v2\/pages\/234819\/revisions"}],"predecessor-version":[{"id":235773,"href":"https:\/\/www.ibh-herold.de\/en\/wp-json\/wp\/v2\/pages\/234819\/revisions\/235773"}],"wp:attachment":[{"href":"https:\/\/www.ibh-herold.de\/en\/wp-json\/wp\/v2\/media?parent=234819"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}