{"id":3135,"date":"2024-08-27T16:22:10","date_gmt":"2024-08-27T14:22:10","guid":{"rendered":"https:\/\/www.geodeltia.com\/civil-works\/"},"modified":"2025-03-05T17:45:41","modified_gmt":"2025-03-05T16:45:41","slug":"civil-works","status":"publish","type":"page","link":"https:\/\/www.geodeltia.com\/en\/civil-works\/","title":{"rendered":"Civil works"},"content":{"rendered":"

[et_pb_section fb_built=”1″ fullwidth=”on” _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_fullwidth_header title=”Civil works” text_orientation=”center” admin_label=”T\u00edtulo de anchura completa” _builder_version=”4.27.0″ _module_preset=”default” title_font=”–et_global_heading_font|700|||||||” title_font_size=”54px” background_image=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/08\/CMA-CGM-Bahia-Portonave-1-scaled-1.jpg” min_height=”403px” custom_margin=”0px||||false|false” custom_padding=”271px||||false|false” title_font_size_tablet=”54px” title_font_size_phone=”45px” title_font_size_last_edited=”on|phone” text_shadow_style=”preset3″ text_shadow_horizontal_length=”0.06em” text_shadow_vertical_length=”0.59em” global_colors_info=”{}”][\/et_pb_fullwidth_header][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_row column_structure=”1_2,1_2″ _builder_version=”4.27.0″ _module_preset=”default” min_height=”41px” custom_margin=”||5px||false|false” global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_heading title=”Breakwater wall in the Merl\u00e8s stream” _builder_version=”4.27.0″ _module_preset=”default” title_level=”h2″ title_font=”|700|||||||” title_text_color=”#5b5b5b” title_font_size=”22px” title_line_height=”1.4em” min_height=”41px” custom_margin=”||0px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n

Road work<\/em>
Justification of the stability of a breakwater wall in a road.<\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_heading title=”A63 Toarche Nord (2012)” _builder_version=”4.27.0″ _module_preset=”default” title_level=”h2″ title_font=”|700|||||||” title_text_color=”#5b5b5b” title_font_size=”22px” title_line_height=”1.4em” min_height=”41px” custom_margin=”||0px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_text _builder_version=”4.27.0″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n

Road works<\/em>
Design of 12 buried hydraulic structures for the widening of the A63 freeway. Design of screens, checking of formwork plans and reinforcement plans. <\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_2,1_2″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_heading title=”Portonave Quay Wall (Brazil) – EIFFAGE GC Marine (2019)” _builder_version=”4.27.0″ _module_preset=”default” title_level=”h2″ title_font=”|700|||||||” title_text_color=”#5b5b5b” title_font_size=”22px” title_line_height=”1.4em” min_height=”41px” custom_margin=”||0px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n

Port works<\/em>
Technical support and drafting of a technical report on the modelling of a double diaphragm wall system (combiwall + anchor diaphragm wall). Comparison of a reaction coefficient model (MISS-K) with a finite element model (MISS-F). <\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_heading title=”Port of Saint Laurent du Var” _builder_version=”4.27.0″ _module_preset=”default” title_level=”h2″ title_font=”|700|||||||” title_text_color=”#5b5b5b” title_font_size=”22px” title_line_height=”1.4em” min_height=”41px” custom_margin=”||0px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n

Port works<\/em>
Pre-design and justification of deep foundations, Berlin walls and slopes for the public service concession project for the redevelopment and operation of the port of Saint Laurent du Var launched by the Nice C\u00f4te d’Azur Metropolitan Authority.<\/p>\n

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CONTACT<\/span><\/h2>\n

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If you have any questions about our services, software or courses, please do not hesitate to contact us by telephone on +34 623 005 258<\/a>, by e-mail: <\/strong><\/strong>info@geodeltia.com<\/strong><\/strong> <\/a>or by filling in this form.<\/p>\n

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Road workJustification of the stability of a breakwater wall in a road.Road worksDesign of 12 buried hydraulic structures for the widening of the A63 freeway. Design of screens, checking of formwork plans and reinforcement plans. 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