{"id":3178,"date":"2024-08-27T11:00:13","date_gmt":"2024-08-27T09:00:13","guid":{"rendered":"https:\/\/www.geodeltia.com\/industrial-installations\/"},"modified":"2025-03-05T17:44:55","modified_gmt":"2025-03-05T16:44:55","slug":"industrial-installations","status":"publish","type":"page","link":"https:\/\/www.geodeltia.com\/en\/industrial-installations\/","title":{"rendered":"Industrial Installations"},"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=”Industrial installations” admin_label=”T\u00edtulo de anchura completa” _builder_version=”4.27.0″ _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\/08\/Proyectos-Industrial-Deposito-de-Berzosa-de-Lozoya-Vista-esquina-sur.jpeg” 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=”Berzosa de Lozoya reservoir” _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_heading title=”Client: ELECNOR” _builder_version=”4.27.0″ _module_preset=”default” title_font=”–et_global_heading_font|300|||||||” title_font_size=”22px” title_line_height=”1.4em” custom_margin=”||12px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/08\/Proyectos-Industrial-Deposito-de-Berzosa-de-Lozoya-Vista-esquina-sur.jpeg” title_text=”Projects – Industrial – Berzosa de Lozoya Depot – South corner view” _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][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

Justification of the stability of an existing slope<\/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 photovoltaic park in M\u00e2ron (France)” _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_heading title=”Client: Ijes Solar” _builder_version=”4.27.0″ _module_preset=”default” title_font=”–et_global_heading_font|300|||||||” title_font_size=”22px” title_line_height=”1.4em” custom_margin=”||12px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/08\/Proyectos-Industrial-Parque-fotovoltaico-en-Maron-Modelo-Foxta.jpg” title_text=”Projects – Industrial – Photovoltaic park in Maron – Foxta Model” _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][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

Mission: Dimensioning and justification of foundations according to the French standard (NF P 94-261, Eurocode 7). Calculations were performed with Foxta v4. <\/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=”Taiwan Seawater Desalination Plant” _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_heading title=”Client: EIC” _builder_version=”4.27.0″ _module_preset=”default” title_font=”–et_global_heading_font|300|||||||” title_font_size=”22px” title_line_height=”1.4em” custom_margin=”||12px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/08\/Proyectos-Industrial-Taiwan-Seawater-Desalination-Plant-Seccion-de-calculo-1.jpg” title_text=”Projects – Industrial – Taiwan Seawater Desalination Plant – Calculation section” _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][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

Mission: Geotechnical and structural justification of temporary sheet piles for the passage of pipelines.<\/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=”AREVA – La Hage-B\u00e2timent 115 (2015)” _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=”{}”]Design of crane foundation piles under different load cases (lateral and axial forces on the piles).[\/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=”MOANICKEL-Sites 1, 2 et 3″ _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 surface and deep foundations under different load cases. Study of alternative solutions. <\/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=”Tower Crane Plant Site (Madagascar) \u2013 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 advice on the modelling of all the crane’s piles (using Foxta).\u2028required for the construction of an industrial site.<\/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” 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=”CNR \u2013 PCH Rochemaure \u2013 Mont\u00e9limar \u2013 Misi\u00f3n G3 (2011-2012)” _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

Design of temporary and permanent retaining walls for a hydroelectric power station, taking into account the construction and service phases (including several exceptional cases).
\nPreparation of all execution calculation notes and checking 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=”SIAPP – Redevelopment of the Clichy plant (2013)” _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

Sizing of a retention basin: study of several alternative solutions (monobloc, bi-lobe, tri-lobe). Design of cylindrical diaphragm walls and foundation piles (subjected to hydrostatic pressure under the foundation slab). <\/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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Justification of the stability of an existing slopeMission: Dimensioning and justification of foundations according to the French standard (NF P 94-261, Eurocode 7). Calculations were performed with Foxta v4. Mission: Geotechnical and structural justification of temporary sheet piles for the passage of pipelines.Design of crane foundation piles under different load cases (lateral and axial forces […]<\/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-3178","page","type-page","status-publish","hentry"],"yoast_head":"\nIndustrial Installations - 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\/en\/industrial-installations\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Industrial Installations - Geodeltia\" \/>\n<meta property=\"og:description\" content=\"Justification of the stability of an existing slopeMission: Dimensioning and justification of foundations according to the French standard (NF P 94-261, Eurocode 7). Calculations were performed with Foxta v4. 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