{"id":3132,"date":"2024-08-27T16:09:07","date_gmt":"2024-08-27T14:09:07","guid":{"rendered":"https:\/\/www.geodeltia.com\/batiment\/"},"modified":"2025-03-05T17:59:16","modified_gmt":"2025-03-05T16:59:16","slug":"batiment","status":"publish","type":"page","link":"https:\/\/www.geodeltia.com\/fr\/batiment\/","title":{"rendered":"B\u00e2timent"},"content":{"rendered":"

[et_pb_section fb_built=\u00a0\u00bb1″ fullwidth=\u00a0\u00bbon\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_fullwidth_header title=\u00a0\u00bbB\u00e2timent\u00a0\u00bb admin_label=\u00a0\u00bbT\u00edtulo de anchura completa\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.2″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_font=\u00a0\u00bb–et_global_heading_font|700|||||||\u00a0\u00bb title_text_align=\u00a0\u00bbcenter\u00a0\u00bb title_font_size=\u00a0\u00bb54px\u00a0\u00bb background_image=\u00a0\u00bbhttps:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/10\/pexels-peng-liu2.jpg\u00a0\u00bb min_height=\u00a0\u00bb403px\u00a0\u00bb custom_margin=\u00a0\u00bb0px||||false|false\u00a0\u00bb custom_padding=\u00a0\u00bb271px||||false|false\u00a0\u00bb title_font_size_tablet=\u00a0\u00bb54px\u00a0\u00bb title_font_size_phone=\u00a0\u00bb45px\u00a0\u00bb title_font_size_last_edited=\u00a0\u00bbon|phone\u00a0\u00bb text_shadow_style=\u00a0\u00bbpreset3″ text_shadow_horizontal_length=\u00a0\u00bb0.06em\u00a0\u00bb text_shadow_vertical_length=\u00a0\u00bb0.59em\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_fullwidth_header][\/et_pb_section][et_pb_section fb_built=\u00a0\u00bb1″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_row column_structure=\u00a0\u00bb1_2,1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_column type=\u00a0\u00bb1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_heading title=\u00a0\u00bbMurs de sout\u00e8nement \u00e0 Roinville Sous Dourdan\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_level=\u00a0\u00bbh2″ title_font=\u00a0\u00bb|700|||||||\u00a0\u00bb title_text_color=\u00a0\u00bb#5b5b5b\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb min_height=\u00a0\u00bb41px\u00a0\u00bb custom_margin=\u00a0\u00bb||0px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_text _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb text_font_size=\u00a0\u00bb18px\u00a0\u00bb text_line_height=\u00a0\u00bb1.6em\u00a0\u00bb header_font=\u00a0\u00bb–et_global_body_font|300|||||||\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb]<\/p>\n

Analyse de la stabilit\u00e9 externe g\u00e9n\u00e9rale et locale de 2 murs de sout\u00e8nement \u00e0 proximit\u00e9 d’un b\u00e2timent Lidl o\u00f9 des fissures ont \u00e9t\u00e9 observ\u00e9es.<\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=\u00a0\u00bb1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_heading title=\u00a0\u00bbConstruction d’un ensemble de logements – Yvelines (78) (2017)Construction d’un lotissement – Yvelines (78) (2017)\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_level=\u00a0\u00bbh2″ title_font=\u00a0\u00bb|700|||||||\u00a0\u00bb title_text_color=\u00a0\u00bb#5b5b5b\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb min_height=\u00a0\u00bb41px\u00a0\u00bb custom_margin=\u00a0\u00bb||0px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_text _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb text_font_size=\u00a0\u00bb18px\u00a0\u00bb text_line_height=\u00a0\u00bb1.6em\u00a0\u00bb header_font=\u00a0\u00bb–et_global_body_font|300|||||||\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb]<\/p>\n

Appui technique \u00e0 Franki Fondations et r\u00e9daction d’un rapport technique sur la d\u00e9termination des param\u00e8tres d’entr\u00e9e du mod\u00e8le \u00e9l\u00e9ments finis (Plaxis 2D), notamment le param\u00e8tre \u00ab m \u00bb de la loi de comportement HSM.<\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=\u00a0\u00bb1_2,1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_column type=\u00a0\u00bb1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_heading title=\u00a0\u00bbProjet Futura (Madagascar) – LAGEOTEC (2017)\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_level=\u00a0\u00bbh2″ title_font=\u00a0\u00bb|700|||||||\u00a0\u00bb title_text_color=\u00a0\u00bb#5b5b5b\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb min_height=\u00a0\u00bb41px\u00a0\u00bb custom_margin=\u00a0\u00bb||0px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_text _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb text_font_size=\u00a0\u00bb18px\u00a0\u00bb text_line_height=\u00a0\u00bb1.6em\u00a0\u00bb header_font=\u00a0\u00bb–et_global_body_font|300|||||||\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb]<\/p>\n

Appui technique \u00e0 Lageotec et r\u00e9daction d’un rapport technique sur la mod\u00e9lisation des fondations d’un b\u00e2timent de 3 \u00e9tages (R+3). Solution retenue : inclusions rigides dans un sol compressible (calcul avec Foxta v3). <\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=\u00a0\u00bb1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_heading title=\u00a0\u00bbH\u00f4tel Marriott (Bahre\u00efn) – Setec TPI (2016)\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_level=\u00a0\u00bbh2″ title_font=\u00a0\u00bb|700|||||||\u00a0\u00bb title_text_color=\u00a0\u00bb#5b5b5b\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb min_height=\u00a0\u00bb41px\u00a0\u00bb custom_margin=\u00a0\u00bb||0px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_text _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb text_font_size=\u00a0\u00bb18px\u00a0\u00bb text_line_height=\u00a0\u00bb1.6em\u00a0\u00bb header_font=\u00a0\u00bb–et_global_body_font|300|||||||\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb]Mission de contr\u00f4le externe pour la conception des murs de pieux autour de l’excavation. 6 mod\u00e8les de calcul (coefficients de r\u00e9action avec K-Rea). Conseils pour justifier la solution technique retenue.[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=\u00a0\u00bb1_2,1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_column type=\u00a0\u00bb1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_heading title=\u00a0\u00bbZAC Blagnac (Toulouse) – CIRTER (2017)\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_level=\u00a0\u00bbh2″ title_font=\u00a0\u00bb|700|||||||\u00a0\u00bb title_text_color=\u00a0\u00bb#5b5b5b\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb min_height=\u00a0\u00bb41px\u00a0\u00bb custom_margin=\u00a0\u00bb||0px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_text _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb text_font_size=\u00a0\u00bb18px\u00a0\u00bb text_line_height=\u00a0\u00bb1.6em\u00a0\u00bb header_font=\u00a0\u00bb–et_global_body_font|300|||||||\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb]<\/p>\n

Appui technique \u00e0 CIRTER pour la mod\u00e9lisation des parois moul\u00e9es provisoires et d\u00e9finitives n\u00e9cessaires \u00e0 la construction d’un b\u00e2timent de 3 \u00e9tages (R+3).<\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=\u00a0\u00bb1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_heading title=\u00a0\u00bbDalle de fondation pour le si\u00e8ge de la BNP (Noisy-le-Grand) – EN.OM.FRA (2017)Dalle de fondation du si\u00e8ge de la BNP (Noisy-le-Grand) – EN.OM.FRA (2017)\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_level=\u00a0\u00bbh2″ title_font=\u00a0\u00bb|700|||||||\u00a0\u00bb title_text_color=\u00a0\u00bb#5b5b5b\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb min_height=\u00a0\u00bb41px\u00a0\u00bb custom_margin=\u00a0\u00bb||0px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_text _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb text_font_size=\u00a0\u00bb18px\u00a0\u00bb text_line_height=\u00a0\u00bb1.6em\u00a0\u00bb header_font=\u00a0\u00bb–et_global_body_font|300|||||||\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb]<\/p>\n

Conception d’une grande dalle de fondation sur sol multicouche avec Tasplaq (Foxta).\n<\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=\u00a0\u00bb1_2,1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_column type=\u00a0\u00bb1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_heading title=\u00a0\u00bbL’Or\u00e9al – Clichy La Garenne (2011).\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_level=\u00a0\u00bbh2″ title_font=\u00a0\u00bb|700|||||||\u00a0\u00bb title_text_color=\u00a0\u00bb#5b5b5b\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb min_height=\u00a0\u00bb41px\u00a0\u00bb custom_margin=\u00a0\u00bb||0px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_text _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb text_font_size=\u00a0\u00bb18px\u00a0\u00bb text_line_height=\u00a0\u00bb1.6em\u00a0\u00bb header_font=\u00a0\u00bb–et_global_body_font|300|||||||\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb]<\/p>\n

Conception du mur de pieux n\u00e9cessaire \u00e0 l’excavation des sous-sols du futur si\u00e8ge de L’Or\u00e9al \u00e0 Clichy (Paris), en tenant compte de son r\u00f4le de paroi moul\u00e9e et de mur porteur. Pr\u00e9paration des notes de calcul et v\u00e9rification des plans de coffrage et de ferraillage.<\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=\u00a0\u00bb1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_heading title=\u00a0\u00bbQuartier Rannes – Tours (2011)\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_level=\u00a0\u00bbh2″ title_font=\u00a0\u00bb|700|||||||\u00a0\u00bb title_text_color=\u00a0\u00bb#5b5b5b\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb min_height=\u00a0\u00bb41px\u00a0\u00bb custom_margin=\u00a0\u00bb||0px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_text _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb text_font_size=\u00a0\u00bb18px\u00a0\u00bb text_line_height=\u00a0\u00bb1.6em\u00a0\u00bb header_font=\u00a0\u00bb–et_global_body_font|300|||||||\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb]<\/p>\n

Conception de pieux de fondation \u00e0 al\u00e9sage creux : pr\u00e9paration des notes de calcul et v\u00e9rification des plans de coffrage et de ferraillage.\n<\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=\u00a0\u00bb1_2,1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_column type=\u00a0\u00bb1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_heading title=\u00a0\u00bbZAC Clichy Batignolles (2011)\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_level=\u00a0\u00bbh2″ title_font=\u00a0\u00bb|700|||||||\u00a0\u00bb title_text_color=\u00a0\u00bb#5b5b5b\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb min_height=\u00a0\u00bb41px\u00a0\u00bb custom_margin=\u00a0\u00bb||0px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_text _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb text_font_size=\u00a0\u00bb18px\u00a0\u00bb text_line_height=\u00a0\u00bb1.6em\u00a0\u00bb header_font=\u00a0\u00bb–et_global_body_font|300|||||||\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb]<\/p>\n

Conception des massifs de fondation du futur immeuble d’habitation. Pr\u00e9paration des notes de calcul et v\u00e9rification des plans de coffrage et de ferraillage. <\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=\u00a0\u00bb1_2″ _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][et_pb_heading title=\u00a0\u00bbCarr\u00e9 Feydeau – Lyon (2011)\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_level=\u00a0\u00bbh2″ title_font=\u00a0\u00bb|700|||||||\u00a0\u00bb title_text_color=\u00a0\u00bb#5b5b5b\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb min_height=\u00a0\u00bb41px\u00a0\u00bb custom_margin=\u00a0\u00bb||0px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_text _builder_version=\u00a0\u00bb4.27.2″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb text_font_size=\u00a0\u00bb18px\u00a0\u00bb text_line_height=\u00a0\u00bb1.6em\u00a0\u00bb header_font=\u00a0\u00bb–et_global_body_font|300|||||||\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb]<\/p>\n

Conception d’une paroi moul\u00e9e circulaire de rayon variable. R\u00e9daction des notes de calcul et v\u00e9rification des plans de coffrage et de ferraillage. <\/p>\n

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

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<\/strong> <\/strong>Si vous avez des questions sur nos services, nos logiciels ou nos cours, n’h\u00e9sitez pas \u00e0 nous contacter par t\u00e9l\u00e9phone au +34 623 005 258<\/a>, ou par<\/strong>e-mail <\/strong>: info@geodeltia.com<\/strong><\/a> ou en remplissant ce formulaire<\/p>\n

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