[et_pb_section fb_built=”1″ fullwidth=”on” _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_fullwidth_header title=”Foxta” admin_label=”T\u00edtulo de anchura completa” _builder_version=”4.27.2″ _module_preset=”default” title_font=”–et_global_heading_font|700|||||||” title_font_size=”54px” background_image=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/10\/cap_foxta_m-1.jpg” min_height=”403px” custom_margin=”0px||||false|false” custom_padding=”271px||||false|false” 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=”4.27.2″ _module_preset=”default” custom_padding=”||0px|||” global_colors_info=”{}”][et_pb_row _builder_version=”4.27.0″ _module_preset=”default” custom_padding=”0px||4px|||” locked=”off” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” global_colors_info=”{}”]<\/p>\n
Foxta v4 is dedicated to the design of shallow, deep, mixed, and semi-deep foundations. This suite of 8 modules also allows for the treatment of cases involving rigid inclusions, pile groups, etc. <\/p>\n
[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”3_4,1_4″ _builder_version=”4.27.4″ _module_preset=”default” min_height=”492px” custom_padding=”31px||2px||false|false” global_colors_info=”{}”][et_pb_column type=”3_4″ _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2024\/08\/Image11-1.png” _builder_version=”4.27.2″ _module_preset=”default” max_width=”100%” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][et_pb_column type=”1_4″ disabled_on=”on|off|off” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2021\/12\/Icone-Foxta-e1638992915939.png” title_text=”Foxta Icone” _builder_version=”4.27.4″ _module_preset=”default” width=”66%” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Downloads” _builder_version=”4.27.2″ _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” global_colors_info=”{}”]<\/p>\n
Download software, guides or software updates here<\/a><\/strong><\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=”4.27.2″ _module_preset=”default” custom_padding=”||0px|||” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_heading title=”A complete suite of 8 interconnected calculation modules:” _builder_version=”4.27.2″ _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_column][\/et_pb_row][et_pb_row column_structure=”1_4,1_4,1_4,1_4″ _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_4″ admin_label=”Column” _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Fondsup.png” title_text=”Fondsup” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Fondsup” admin_label=”T\u00edtulo” _builder_version=”4.27.2″ _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 admin_label=”Texto” _builder_version=”4.27.2″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” global_colors_info=”{}”]Calculation of an isolated footing under combined loading (PMT, CPT, or c-phi methods) and bearing capacity[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_4″ admin_label=”Column” _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Fondprof.png” title_text=”Fondprof” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Fondprof” _builder_version=”4.27.2″ _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 admin_label=”Texto” _builder_version=”4.27.2″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” global_colors_info=”{}”]<\/p>\n Calculation of an isolated pile or pile group (PMT or CPT methods), particularly according to French standards for the application of Eurocode 7: NF P 94-261 for shallow foundations and NF P 94-262 for deep foundations.<\/p>\n [\/et_pb_text][\/et_pb_column][et_pb_column type=”1_4″ admin_label=”Column” _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Taspie.png” title_text=”Taspie” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Taspie+” admin_label=”T\u00edtulo” _builder_version=”4.27.2″ _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 admin_label=”Texto” _builder_version=”4.27.2″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” global_colors_info=”{}”]Calculation of an isolated pile or pile group and rigid inclusion-reinforced soil masses subjected to axial loading (t-z model), under slabs or embankments according to ASIRI recommendations.[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_4″ admin_label=”Column” _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Piecoef.png” title_text=”Piecoef” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Piecoef+” _builder_version=”4.27.2″ _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 admin_label=”Texto” _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” global_colors_info=”{}”]<\/p>\n Calculation of piles under lateral load with or without consideration of second-order effects (generalized p-y model), taking into account soil elastoplastic reaction, g(z) curves, and shear deformations.<\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_4,1_4,1_4,1_4″ _builder_version=”4.27.2″ _module_preset=”default” locked=”off” global_colors_info=”{}”][et_pb_column type=”1_4″ admin_label=”Column” _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Groupie.png” title_text=”Groupie” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Groupie+” _builder_version=”4.27.2″ _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=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” global_colors_info=”{}”]<\/p>\n 3D calculation of any group of piles and barrettes connected at the top by a rigid cap (displacement and internal forces).<\/p>\n [\/et_pb_text][\/et_pb_column][et_pb_column type=”1_4″ admin_label=”Column” _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Semiprof.png” title_text=”Semiprof” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Semiprof” _builder_version=”4.27.2″ _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” global_colors_info=”{}”]<\/p>\n Calculation of semi-deep foundations subjected to combined loading.<\/p>\n [\/et_pb_text][\/et_pb_column][et_pb_column type=”1_4″ admin_label=”Column” _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Tasseldo.png” title_text=”Tasseldo” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Tasseldo+” _builder_version=”4.27.2″ _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=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” global_colors_info=”{}”]<\/p>\n 3D calculation of a soil mass with any stratigraphy subjected to the application of a group of vertical loads (stresses, settlements, horizontal displacements, and consolidation).<\/p>\n [\/et_pb_text][\/et_pb_column][et_pb_column type=”1_4″ admin_label=”Column” _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Tasplaq.png” title_text=”Tasplaq” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Tasplaq+” _builder_version=”4.27.2″ _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=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” global_colors_info=”{}”]<\/p>\n 3D calculation of a plate (raft foundations and slabs) resting on an elastic multilayer soil mass, under complex loadings (settlements, reactions, and internal forces).<\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.27.0″ _module_preset=”default” custom_padding=”0px|||||” global_colors_info=”{}”][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ admin_label=”Column” _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” header_font=”–et_global_body_font|300|||||||” custom_margin=”||12px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]<\/p>\n A user-friendly interface:<\/strong><\/p>\n [\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” global_colors_info=”{}”]<\/p>\n [\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][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|||||||” custom_margin=”||12px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]Main types of available results:<\/strong>[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” global_colors_info=”{}”]<\/p>\n [\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][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|||||||” custom_margin=”||12px||false|false” custom_padding=”0px||0px||false|false” global_colors_info=”{}”]Available in 3 versions:<\/strong>[\/et_pb_text][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” text_font_size=”18px” text_line_height=”1.6em” global_colors_info=”{}”]<\/p>\n [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_2,1_2″ _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Foxta-Resultados-Tasplaq.jpg” title_text=”Foxta – Tasplaq Results” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2025\/01\/Foxta-Resultados-Taspie.jpg” title_text=”Foxta – Taspie Results” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”][et_pb_column type=”1_3″ admin_label=”Column” _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][et_pb_text _builder_version=”4.27.2″ _module_preset=”default” text_text_color=”#FFFFFF” text_font_size=”18px” text_line_height=”1.6em” background_color=”#0C71C3″ custom_padding=”20px|20px|20px|20px|false|false” border_radii=”on|21px|21px|21px|21px” global_colors_info=”{}”]<\/p>\n Minimum required configuration<\/strong><\/p>\n Compatible computer with:<\/p>\n [\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”][\/et_pb_column][et_pb_column type=”1_3″ admin_label=”Column” disabled_on=”off|on|on” _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][et_pb_image src=”https:\/\/www.geodeltia.com\/wp-content\/uploads\/2021\/12\/Icone-Foxta-e1638992915939.png” title_text=”Foxta Icone” _builder_version=”4.27.4″ _module_preset=”default” width=”66%” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Downloads” _builder_version=”4.27.2″ _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” global_colors_info=”{}”]<\/p>\n Download software, guides or software updates here<\/a><\/strong><\/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=”3661″ 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 [\/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 [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_2,1_2″ admin_label=”Contact Form” _builder_version=”4.27.4″ animation_style=”fade” global_colors_info=”{}” theme_builder_area=”post_content”][et_pb_column type=”1_2″ _builder_version=”4.27.4″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||” theme_builder_area=”post_content”][et_pb_contact_form captcha=”off” email=”info@geodeltia.com” custom_message=”Geodeltia website contact:||et_pb_line_break_holder||||et_pb_line_break_holder|||Name: %%Nombre_y_Apellidos%%||et_pb_line_line_break_holder||Company: %%Empresa%%||et_pb_line_line_break_holder|E-mail: %%Email%%||et_pb_line_line_break_holder|||Phone: %%Telefono%%||et_pb_line_line_break_holder|||||et_pb_line_break_holder||Message:||et_pb_line_line_break_holder|||%%Consulta%%” submit_button_text=”Send” module_id=”et_pb_contact_form_0″ _builder_version=”4.27.4″ form_field_background_color=”#ffffff” form_field_text_color=”#000000″ form_field_focus_background_color=”#FFFFFF” form_field_focus_text_color=”#9e9e9e” form_field_font=”Montserrat||||” form_field_font_size=”16px” custom_button=”on” button_text_color=”#ffffff” 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CONTACT<\/span><\/h2>\n