{"id":3181,"date":"2024-08-27T11:00:13","date_gmt":"2024-08-27T09:00:13","guid":{"rendered":"https:\/\/www.geodeltia.com\/instalaciones-industriales\/"},"modified":"2025-03-05T17:58:54","modified_gmt":"2025-03-05T16:58:54","slug":"instalaciones-industriales","status":"publish","type":"page","link":"https:\/\/www.geodeltia.com\/fr\/instalaciones-industriales\/","title":{"rendered":"Instalaciones Industriales"},"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\u00bbInstallations industrielles\u00a0\u00bb admin_label=\u00a0\u00bbT\u00edtulo de anchura completa\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _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\/08\/Proyectos-Industrial-Deposito-de-Berzosa-de-Lozoya-Vista-esquina-sur.jpeg\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\u00bbR\u00e9servoir de Berzosa de Lozoya\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_heading title=\u00a0\u00bbClient : ELECNOR\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_font=\u00a0\u00bb–et_global_heading_font|300|||||||\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb custom_margin=\u00a0\u00bb||12px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_image src=\u00a0\u00bbhttps:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/08\/Proyectos-Industrial-Deposito-de-Berzosa-de-Lozoya-Vista-esquina-sur.jpeg\u00a0\u00bb title_text=\u00a0\u00bbProjets – Industriel – R\u00e9servoir de Berzosa de Lozoya – Vue de l’angle sud\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_image][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

Justification de la stabilit\u00e9 d’une pente existante<\/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 parc photovolta\u00efque \u00e0 M\u00e2ron (France)\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_heading title=\u00a0\u00bbClient : Ijes Solar\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_font=\u00a0\u00bb–et_global_heading_font|300|||||||\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb custom_margin=\u00a0\u00bb||12px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_image src=\u00a0\u00bbhttps:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/08\/Proyectos-Industrial-Parque-fotovoltaico-en-Maron-Modelo-Foxta.jpg\u00a0\u00bb title_text=\u00a0\u00bbProjets – Industriel – Parc photovolta\u00efque \u00e0 Maron – Foxta Model\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_image][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

Mission : Dimensionnement et justification des fondations selon la norme fran\u00e7aise (NF P 94-261, Eurocode 7). Les calculs ont \u00e9t\u00e9 effectu\u00e9s avec Foxta v4. <\/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\u00bbUsine de dessalement d’eau de mer de Ta\u00efwan\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_heading title=\u00a0\u00bbClient : EIC\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb title_font=\u00a0\u00bb–et_global_heading_font|300|||||||\u00a0\u00bb title_font_size=\u00a0\u00bb22px\u00a0\u00bb title_line_height=\u00a0\u00bb1.4em\u00a0\u00bb custom_margin=\u00a0\u00bb||12px||false|false\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_heading][et_pb_image src=\u00a0\u00bbhttps:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/08\/Proyectos-Industrial-Taiwan-Seawater-Desalination-Plant-Seccion-de-calculo-1.jpg\u00a0\u00bb title_text=\u00a0\u00bbProyectos – Industrial – Taiwan Seawater Desalination Plant – Seccio\u0301n de ca\u0301lculo\u00a0\u00bb _builder_version=\u00a0\u00bb4.27.0″ _module_preset=\u00a0\u00bbdefault\u00a0\u00bb global_colors_info=\u00a0\u00bb{}\u00a0\u00bb][\/et_pb_image][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

Mission : Justification g\u00e9otechnique et structurelle des palplanches temporaires pour le passage d’un pipeline.<\/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\u00bbAREVA – La Hage-B\u00e2timent 115 (2015)\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]Conception des pieux de fondation des grues dans diff\u00e9rents cas de charge (contraintes lat\u00e9rales et axiales dans les pieux).[\/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\u00bbMOANICKEL-Sites 1, 2 et 3″ _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 fondations superficielles et profondes sous diff\u00e9rents cas de charge. Etude de variantes de solutions. <\/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\u00bbSite de l’usine de grues \u00e0 tour (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

Conseil technique lors de la mod\u00e9lisation de l’ensemble des pieux de la grue (\u00e0 l’aide de Foxta) n\u00e9cessaire \u00e0 la construction d’un site industriel.<\/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 min_height=\u00a0\u00bb41px\u00a0\u00bb custom_margin=\u00a0\u00bb||5px||false|false\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\u00bbCNR – PCH Rochemaure – Mont\u00e9limar – Mission G3 (2011-2012)\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 murs de sout\u00e8nement provisoires et d\u00e9finitifs pour une centrale hydro\u00e9lectrique, en tenant compte des phases de construction et de service (y compris plusieurs cas exceptionnels).
\nPr\u00e9paration de toutes les notes de calcul d’ex\u00e9cution et contr\u00f4le 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\u00bbSIAPP – R\u00e9am\u00e9nagement de l’usine de Clichy (2013).\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

Dimensionnement d’un bassin de r\u00e9tention : \u00e9tude de plusieurs solutions alternatives (monobloc, bi-lobe, tri-lobe). Conception de parois moul\u00e9es cylindriques et de pieux de fondation (soumis \u00e0 une pression hydrostatique sous la dalle de fondation). <\/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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Justification de la stabilit\u00e9 d’une pente existanteMission : Dimensionnement et justification des fondations selon la norme fran\u00e7aise (NF P 94-261, Eurocode 7). Les calculs ont \u00e9t\u00e9 effectu\u00e9s avec Foxta v4. Mission : Justification g\u00e9otechnique et structurelle des palplanches temporaires pour le passage d’un pipeline.Conception des pieux de fondation des grues dans diff\u00e9rents cas de charge […]<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":0,"menu_order":0,"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-3181","page","type-page","status-publish","hentry"],"yoast_head":"\nInstalaciones Industriales - Geodeltia<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.geodeltia.com\/fr\/instalaciones-industriales\/\" \/>\n<meta property=\"og:locale\" content=\"fr_FR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Instalaciones Industriales - Geodeltia\" \/>\n<meta property=\"og:description\" content=\"Justification de la stabilit\u00e9 d'une pente existanteMission : Dimensionnement et justification des fondations selon la norme fran\u00e7aise (NF P 94-261, Eurocode 7). Les calculs ont \u00e9t\u00e9 effectu\u00e9s avec Foxta v4. 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