{"id":3129,"date":"2024-08-27T16:09:07","date_gmt":"2024-08-27T14:09:07","guid":{"rendered":"https:\/\/www.geodeltia.com\/building\/"},"modified":"2025-03-05T17:45:20","modified_gmt":"2025-03-05T16:45:20","slug":"building","status":"publish","type":"page","link":"https:\/\/www.geodeltia.com\/en\/building\/","title":{"rendered":"Building"},"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=”Building” admin_label=”T\u00edtulo de anchura completa” _builder_version=”4.27.4″ _module_preset=”default” title_font=”–et_global_heading_font|700|||||||” title_text_align=”center” title_font_size=”54px” background_image=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/10\/pexels-peng-liu2.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” global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_heading title=”Retaining walls in Roinville Sous Dourdan” _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

Analysis of the general and local external stability of 2 retaining walls next to a Lidl building where some cracks have been observed.<\/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=”Construction of a housing complex – Yvelines (78) (2017)” _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

Technical support to Franki Fondations and drafting of a technical report on the determination of input parameters for the finite element model (Plaxis 2D), in particular the \u2018m\u2019 parameter of the HSM behaviour law.<\/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=”Futura Project (Madagascar) – LAGEOTEC (2017)” _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

Technical support to Lageotec and drafting of a technical report on the modelling of the foundations of a 3-storey building (R+3). Solution adopted: rigid inclusions in compressible soil (calculation using Foxta v3). <\/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=”Marriott Hotel (Bahrain) – Setec TPI (2016)” _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=”{}”]External control mission for the design of the pile walls around the excavation. 6 calculation models (reaction coefficients with K-Rea). Advice to justify the technical solution chosen.[\/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=”ZAC Blagnac (Toulouse) – CIRTER (2017)” _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

Technical support to CIRTER for the modelling of the provisional and definitive moulded walls required for the construction of a 3-storey building (R+3).<\/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=”Foundation slab for the BNP head office (Noisy-le-Grand) – EN.OM.FRA (2017)” _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

Design of a large foundation slab on multi-layer soil using Tasplaq (Foxta).\n<\/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=”L’Or\u00e9al – Clichy La Garenne (2011)” _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

Design of the pile wall required to excavate the basement of the future L’Or\u00e9al headquarters in Clichy (Paris), taking into account its role as a moulded wall and load-bearing wall. Preparation of calculation notes and verification of formwork and reinforcement plans.<\/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=”Rannes district – Tours (2011).” _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

Design of hollow-bore foundation piles: preparation of design notes and verification of formwork and reinforcement plans.\n<\/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=”ZAC Clichy Batignolles (2011)” _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

Design of the foundation piles for the future residential building. Preparation of calculation notes and verification of formwork and reinforcement plans. <\/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=”Carr\u00e9 Feydeau – Lyon (2011)” _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=”4.27.2″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n

Design of a circular diaphragm wall of variable radius. Drafting of calculation notes and checking of formwork and reinforcement drawings. <\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Contact Form Section” _builder_version=”4.27.2″ background_color=”#0c71c3″ custom_padding=”60px||80px||false|false” animation_style=”zoom” animation_direction=”bottom” animation_intensity_zoom=”10%” saved_tabs=”all” global_colors_info=”{}” global_module=”3643″ theme_builder_area=”post_content”][et_pb_row admin_label=”Service Section Title” _builder_version=”4.27.0″ min_height=”100px” custom_margin=”||0px||false|false” custom_padding=”||0px||false|false” animation_style=”fade” animation_direction=”top” locked=”off” global_colors_info=”{}” theme_builder_area=”post_content”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||” theme_builder_area=”post_content”][et_pb_text admin_label=”Title” _builder_version=”4.27.0″ text_font=”Montserrat||||||||” text_text_color=”RGBA(255,255,255,0)” text_line_height=”1.9em” header_font=”||||||||” header_2_font=”Montserrat|700||on|||||” header_2_font_size=”42px” header_2_line_height=”1.3em” background_color=”RGBA(255,255,255,0)” background_size=”initial” background_position=”top_left” background_repeat=”repeat” text_orientation=”center” max_width=”700px” module_alignment=”center” animation_style=”slide” animation_direction=”bottom” animation_intensity_slide=”4%” global_colors_info=”{}” theme_builder_area=”post_content”]<\/p>\n

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

[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.27.4″ _module_preset=”default” max_width=”809px” custom_margin=”23px|auto||auto|false|false” custom_padding=”0px||3px|||” global_colors_info=”{}” theme_builder_area=”post_content”][et_pb_column type=”4_4″ _builder_version=”4.27.2″ _module_preset=”default” custom_padding=”0px|0px|0px|0px|false|false” global_colors_info=”{}” theme_builder_area=”post_content”][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_text_color=”#FFFFFF” text_orientation=”center” width=”100%” module_alignment=”center” min_height=”72.4px” global_colors_info=”{}” theme_builder_area=”post_content”]<\/p>\n

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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