[et_pb_section fb_built=”1″ fullwidth=”on” _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_fullwidth_header title=”Rail projects” 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-Ferroviario-L14-Station-Porte-de-Clichy-Entrada-tuneladora-1-scaled.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″ admin_label=”Column” _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_heading title=”RATP – Extension of line 14 of the Paris metro – Lot T01 – Porte de Clichy station (2014-2015)” _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=”||5px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/08\/Proyectos-Ferroviario-L14-Station-Porte-de-Clichy-Excavacion-superior-scaled.jpg” title_text=”Projects – Railway – L14 Station Porte de Clichy – Excavation above ground” _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
G3 engineering assignment
Design of the screen walls for the main station and its three entrances.<\/p>\n
Taking into account all phases of construction and commissioning of the site. Preparation of all calculation notes and supervision of formwork and reinforcement drawings. Direct exchanges between the project management team (Systra) and the contractor (Eiffage Fondations) <\/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=”Tunnel design for the new L15 SO metro line (Paris)” _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=”||5px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/08\/Proyectos-Ferroviario-L15-Sud-Ouest-PK-11990-Uy.png” title_text=”Projects – Railway – L15 Sud-Ouest PK 11+990 Uy” _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
Ingerop Espa\u00f1a entrusted us with the calculation of settlements in the adjacent structures and deformations around the tunnel using the convergence-confinement method for 6 tunnel sections. The calculation had to take into account the existing works, so a finite element analysis (Plaxis 2D) was chosen. <\/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” custom_padding=”60px||||false|false” global_colors_info=”{}”][et_pb_column type=”1_2″ admin_label=”Column” _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_heading title=”Soci\u00e9t\u00e9 du Grand Paris (SGP) – Line 15 West (2016-2017)” _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
Pre-project studies<\/em> [\/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=”Paris tramway line T6 – Retro-analysis of the walls (2014-2014)” _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=”||5px||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 behaviour of the cast walls in relation to the design studies.<\/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” custom_padding=”60px|||||” global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_heading title=”Levallois Perret maintenance workshop (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=”||5px||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 micropiles for railway pits and track pits.<\/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=”Saint Martin Le Vinoux tramway – (2011-2011)” _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=”||5px||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 wall of piles parallel to the SNCF tracks, producing the calculation notes and checking the formwork 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=”Extension of metro line B at Oullins (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=”||5px||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 crane foundation piles under various load conditions (lateral and axial forces on the piles).<\/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=”Prado Sud tunnel – 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=”||5px||false|false” global_colors_info=”{}”][\/et_pb_heading][et_pb_text _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”]<\/p>\n Design of a moulded concrete wall: calculation note and checking of formwork plans.<\/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” 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the main station and its three entrances. Dimensions of the main station: 120 m linear x 30 m wide Dimensions of diaphragm walls: 1.5 m thick x 55 m deep Taking into account all phases of construction and commissioning of the site. Preparation of all calculation notes […]<\/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-3126","page","type-page","status-publish","hentry"],"yoast_head":"\n
Finite element modelling of around ten calculation sections for the Gr\u00e9sillons and Agnettes stations.
30 m deep stations in a Parisian geological context. Analysis of the complex construction process, taking into account the different water tables to take account of possible flooding. <\/p>\nCONTACT<\/span><\/h2>\n