{"id":243218,"date":"2025-05-06T12:42:44","date_gmt":"2025-05-06T10:42:44","guid":{"rendered":"https:\/\/cimne.com\/research\/research-clusters\/geomechanics-and-hydrogeology\/geomecanica\/"},"modified":"2025-12-10T10:51:17","modified_gmt":"2025-12-10T09:51:17","slug":"geomecanica","status":"publish","type":"page","link":"https:\/\/cimne.com\/ca\/recerca\/clusters-de-recerca\/geomecanica-i-hidrogeologia\/geomecanica\/","title":{"rendered":"Geomec\u00e0nica"},"content":{"rendered":"

[et_pb_section fb_built=”1″ disabled_on=”off|off|off” admin_label=”Intro desktop” module_id=”first-section” _builder_version=”4.27.3″ positioning=”none” custom_margin=”0px||0px||false|false” custom_padding=”0px||0px||false|false” border_width_all=”1px” border_color_all=”#d9d9d9″ border_width_top=”1px” border_color_top=”#d9d9d9″ border_width_right=”1px” border_color_right=”#d9d9d9″ border_width_left=”1px” border_color_left=”#d9d9d9″ collapsed=”off” global_colors_info=”{}”][et_pb_row column_structure=”2_3,1_3″ _builder_version=”4.27.3″ _module_preset=”c7c24b71-68f1-4ba2-bc79-49dcbcce5ea1″ custom_margin_tablet=”” custom_margin_phone=”” custom_margin_last_edited=”on|phone” global_colors_info=”{}”][et_pb_column type=”2_3″ _builder_version=”4.27.3″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ custom_padding=”0px|3%||3%|false|true” custom_padding_tablet=”0px|3%||3%|false|true” custom_padding_phone=”0px|3%||3%|false|true” custom_padding_last_edited=”on|desktop” border_width_right=”1px” border_color_right=”#d9d9d9″ border_width_right_tablet=”0px” border_width_right_phone=”0px” border_width_right_last_edited=”on|phone” global_colors_info=”{}”][et_pb_divider color=”#004996″ divider_position=”center” _builder_version=”4.27.0″ _module_preset=”default” width=”85px” module_alignment=”left” custom_margin=”||0px||false|false” global_colors_info=”{}”][\/et_pb_divider][et_pb_text admin_label=”Subtitle” _builder_version=”4.27.5″ _module_preset=”0cd9f80c-570e-4179-9fd1-d5366dd9bb29″ global_colors_info=”{}”]Geomec\u00e0nica i Hidrogeologia[\/et_pb_text][et_pb_heading title=”@ET-DC@eyJkeW5hbWljIjp0cnVlLCJjb250ZW50IjoicG9zdF90aXRsZSIsInNldHRpbmdzIjp7ImJlZm9yZSI6IiIsImFmdGVyIjoiIn19@” admin_label=”H1″ _builder_version=”4.27.5″ _dynamic_attributes=”title” _module_preset=”4c5ef66f-50cd-42c5-b88c-a74fdcea313a” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Title” _builder_version=”4.27.5″ _module_preset=”6d55416f-9dec-40a9-9718-5879084be1a8″ global_colors_info=”{}”]Investigador principal[\/et_pb_text][et_pb_text admin_label=”Contact point” _builder_version=”4.27.5″ _module_preset=”f199e95e-376a-4f66-b51b-482255312542″ global_colors_info=”{}”]Sebasti\u00e0 Olivella[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.3″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ custom_padding=”0px|3%||3%|false|true” custom_padding_tablet=”0px|6%||6%|false|true” custom_padding_phone=”||||false|true” border_width_right_tablet=”0px” border_width_right_phone=”0px” border_width_right_last_edited=”on|phone” global_colors_info=”{}”][et_pb_code admin_label=”Back button” _builder_version=”4.27.4″ _dynamic_attributes=”link_option_url” _module_preset=”default” text_orientation=”right” module_alignment=”right” custom_margin=”||25px||false|false” link_option_url=”@ET-DC@eyJkeW5hbWljIjp0cnVlLCJjb250ZW50IjoicG9zdF9saW5rX3VybF9wYWdlIiwic2V0dGluZ3MiOnsicG9zdF9pZCI6Ijc3In19@” locked=”off” global_colors_info=”{}”]Enrere<\/span>[\/et_pb_code][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/05\/geomechanics-header-1.jpg” title_text=”geomechanics-header” force_fullwidth=”on” module_class=”fit-img” _builder_version=”4.27.4″ _module_preset=”default” height=”220px” custom_margin=”||50px||false|false” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Cluster Data Menu Desktop” _builder_version=”4.27.4″ _module_preset=”3fa56594-59c4-4608-b810-3a571a22796b” collapsed=”off” global_colors_info=”{}”][et_pb_row column_structure=”1_4,1_4,1_4,1_4″ _builder_version=”4.27.0″ _module_preset=”c7c24b71-68f1-4ba2-bc79-49dcbcce5ea1″ locked=”off” global_colors_info=”{}”][et_pb_column type=”1_4″ _builder_version=”4.27.0″ _module_preset=”default” custom_padding=”20px|0px||0px|false|true” custom_padding_tablet=”50px|0%|||false|false” custom_padding_phone=”50px||||false|false” 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El grup de Geomec\u00e0nica desenvolupa models i eines per simular el comportament complex de s\u00f2ls i roques, centrant-se en processos t\u00e8rmics, hidr\u00e0ulics, mec\u00e0nics i qu\u00edmics acoblats (THMC) en medis porosos i la seva aplicaci\u00f3 a estructures subterr\u00e0nies, preses i problemes d’interacci\u00f3 s\u00f2l-fluid-estructura.<\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=”1px Line Row” _builder_version=”4.27.4″ _module_preset=”default” width=”100%” max_width=”2500px” custom_margin=”0px||0px||true|false” custom_padding=”0px||0px||true|false” collapsed=”on” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][et_pb_divider show_divider=”off” _builder_version=”4.27.4″ _module_preset=”default” width=”100%” height=”0px” custom_margin=”0px||0px||true|false” custom_padding=”0px||0px||true|false” border_width_bottom=”1px” border_color_bottom=”#d9d9d9″ global_colors_info=”{}”][\/et_pb_divider][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.27.4″ _module_preset=”c7c24b71-68f1-4ba2-bc79-49dcbcce5ea1″ custom_margin=”|0px||0px|false|false” custom_padding=”50px|0px|50px|0px|false|false” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ global_colors_info=”{}”][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ global_colors_info=”{}”][et_pb_text _builder_version=”4.27.0″ _module_preset=”default” global_colors_info=”{}”]<\/p>\n

El grup de recerca en Geomec\u00e0nica del CIMNE impulsa la comprensi\u00f3 fonamental i el modelatge computacional del comportament del s\u00f2l i les roques a trav\u00e9s d’un enfocament integrat que equilibra la investigaci\u00f3 te\u00f2rica, el desenvolupament de programari, l’experimentaci\u00f3 de laboratori i la pr\u00e0ctica d’enginyeria. El grup \u00e9s reconegut internacionalment per les seves contribucions a la simulaci\u00f3 de processos t\u00e8rmics, hidr\u00e0ulics, mec\u00e0nics i qu\u00edmics acoblats (THMC) en medis porosos, amb aplicacions al disseny i an\u00e0lisi d’estructures geot\u00e8cniques i subterr\u00e0nies com t\u00fanels, fonaments profunds, geoembassaments i preses de terra i d’esclat roc\u00f3s. <\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ global_colors_info=”{}”][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”]<\/p>\n

La seva recerca tamb\u00e9 se centra en problemes d’interacci\u00f3 s\u00f2l-fluid-estructura i dona suport al desenvolupament d’eines num\u00e8riques robustes i metodologies d’assaig f\u00edsic. Amb els anys, el grup s’ha convertit en un referent en el camp de l’enginyeria geot\u00e8cnica, unint la innovaci\u00f3 cient\u00edfica amb l’aplicaci\u00f3 pr\u00e0ctica per abordar reptes complexos en entorns naturals i constru\u00efts. <\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=”1_3,1_3,1_3″ _builder_version=”4.27.0″ _module_preset=”c7c24b71-68f1-4ba2-bc79-49dcbcce5ea1″ custom_margin=”|0px||0px|false|false” custom_padding=”50px|0px|50px|0px|false|false” locked=”off” global_colors_info=”{}”][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ global_colors_info=”{}”][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ global_colors_info=”{}”][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/05\/geomechanics_img_1.jpg” title_text=”geomechanics_img_1″ show_in_lightbox=”on” admin_label=”Overlay Img” _builder_version=”4.27.4″ _module_preset=”54a126ab-8b1a-44b3-87b7-f30b04207fdb” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][et_pb_column type=”1_3″ _builder_version=”4.27.0″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ global_colors_info=”{}”][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/05\/geomechanics_img_2.jpg” title_text=”geomechanics_img_2″ show_in_lightbox=”on” admin_label=”Overlay Img” _builder_version=”4.27.4″ _module_preset=”54a126ab-8b1a-44b3-87b7-f30b04207fdb” global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Research Tab” module_id=”section-splitter-menu” module_class=”research-content tab-content” _builder_version=”4.27.4″ _module_preset=”fed47f3e-3ebe-4259-a156-523c8e0b8966″ locked=”off” collapsed=”off” global_colors_info=”{}”][et_pb_row column_structure=”1_4,3_4″ gutter_width=”2″ admin_label=”\u00c0rees de recerca” _builder_version=”4.27.4″ _module_preset=”c7c24b71-68f1-4ba2-bc79-49dcbcce5ea1″ custom_padding=”0px|0px|32px|0px|false|false” locked=”off” collapsed=”off” global_colors_info=”{}”][et_pb_column type=”1_4″ _builder_version=”4.27.0″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ global_colors_info=”{}”][et_pb_heading title=”\u00c0rees de recerca” admin_label=”H2″ _builder_version=”4.27.4″ _module_preset=”default” title_level=”h2″ title_text_color=”#004996″ title_font_size=”2rem” title_line_height=”2rem” global_colors_info=”{}”][\/et_pb_heading][\/et_pb_column][et_pb_column type=”3_4″ _builder_version=”4.27.4″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ border_color_right=”#d9d9d9″ global_colors_info=”{}”][et_pb_heading title=”An\u00e0lisis multif\u00edsiques acoblades de medis porosos. Aplicaci\u00f3 a l'eliminaci\u00f3 de residus radioactius ” admin_label=”Coupled multi-physical analyses of porous media. Application to radioactive waste disposal” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” global_colors_info=”{}”]<\/p>\n

Desenvolupament de formulacions constitutives i num\u00e8riques per a l’an\u00e0lisi de problemes termohidromec\u00e0nics acoblats (THM). Aplicaci\u00f3 a les an\u00e0lisis d’experiments de camp a gran escala realitzats en laboratoris subterranis. (IP: Jean Vaunat i Sebasti\u00e0 Olivella). <\/span><\/p>\n

[\/et_pb_text][et_pb_gallery gallery_ids=”238750,238753,238756″ posts_number=”3″ _builder_version=”4.27.4″ _module_preset=”e72fd2a9-1019-41eb-80cc-aff1bebd3991″ custom_margin=”||50px||false|false” custom_css_gallery_item=”width: 28% !important;||clear: none !important;” global_colors_info=”{}” custom_css_gallery_item_last_edited=”on|phone” custom_css_gallery_item_tablet=”width: 25% !important;||clear: none !important;||” custom_css_gallery_item_phone=”width: 100% !important;||clear: none !important;”][\/et_pb_gallery][et_pb_heading title=”An\u00e0lisi num\u00e8rica de projectes d'infraestructures a gran escala” admin_label=”Numerical analysis of large-scale infrastructure projects” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” global_colors_info=”{}”]<\/p>\n

Realitzaci\u00f3 d’an\u00e0lisis num\u00e8riques mitjan\u00e7ant models constitutius avan\u00e7ats i t\u00e8cniques computacionals per ajudar al disseny, construcci\u00f3 i seguiment de projectes d’infraestructures a gran escala. (IP: Antonio Gens). <\/span><\/p>\n

[\/et_pb_text][et_pb_gallery gallery_ids=”238759,238762″ orientation=”portrait” show_title_and_caption=”off” show_pagination=”off” zoom_icon_color=”#004996″ hover_overlay_color=”rgba(0,73,150,0.2)” hover_icon=”||fa||900″ _builder_version=”4.27.4″ _module_preset=”default” module_alignment=”center” custom_margin=”||50px||false|false” custom_css_gallery_item=”width: 45% !important;||” global_colors_info=”{}” custom_css_gallery_item_last_edited=”on|tablet” custom_css_gallery_item_phone=”width: 100% !important;||” custom_css_gallery_item_tablet=”width: 45% !important;||”][\/et_pb_gallery][et_pb_heading title=”T\u00e8cniques avan\u00e7ades d'an\u00e0lisi d'imatges per a experiments de laboratori en s\u00f2ls, inclosos grans despla\u00e7aments i deformacions. Mesures del grau de saturaci\u00f3 basades en imatges infraroges. ” admin_label=”Advance image analysis techniques for laboratory experiments in soils including large displacements and deformations. Measurements of degree of saturation based on infrared-images.” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” locked=”off” global_colors_info=”{}”]<\/p>\n

(IP: N\u00faria M. Pinyol).<\/span><\/p>\n

[\/et_pb_text][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/07\/geom_3_1-2.jpg” title_text=”geom_3_1″ show_in_lightbox=”on” _builder_version=”4.27.4″ _module_preset=”1f4e2daa-a4c7-40db-b678-0b21ac6841bd” width=”60%” module_alignment=”center” custom_margin=”||50px||false|false” custom_padding=”||||false|false” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”An\u00e0lisi multiescala d'aglutinants del s\u00f2l baixos en carboni” admin_label=”Multi scale analysis of low-carbon soil binders” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” locked=”off” global_colors_info=”{}”]<\/p>\n

(IP: Alessandro Fraccica, Enrique Romero i Marcos Arroyo).<\/span><\/p>\n

[\/et_pb_text][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/07\/geom_4_1-1.png” title_text=”geom_4_1″ show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#004996″ hover_overlay_color=”rgba(0,73,150,0.2)” hover_icon=”||fa||900″ align=”center” _builder_version=”4.27.4″ _module_preset=”default” width=”60%” custom_margin=”||50px||false|false” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Mec\u00e0nica del s\u00f2l insaturat. Aven\u00e7os experimentals i te\u00f2rics. Aplicaci\u00f3 a terraplens, preses i eliminaci\u00f3 de residus radioactius. ” admin_label=”Unsaturated Soil Mechanics. Experimental and theoretical advances. Application to embankments, dams and radioactive waste disposal.” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” global_colors_info=”{}”]<\/p>\n

La recerca en mec\u00e0nica de s\u00f2ls insaturats abasta el desenvolupament de models constitutius, proves especialitzades, an\u00e0lisi num\u00e8rica i aplicaci\u00f3 a una varietat de problemes geot\u00e8cnics i ambientals. (IP: Eduardo Alonso). <\/span><\/p>\n

[\/et_pb_text][et_pb_gallery gallery_ids=”238771,238774″ posts_number=”2″ orientation=”portrait” show_pagination=”off” zoom_icon_color=”#004996″ hover_overlay_color=”rgba(0,73,150,0.2)” hover_icon=”||fa||900″ _builder_version=”4.27.4″ _module_preset=”default” caption_text_align=”center” caption_font_size=”12px” module_alignment=”center” custom_margin=”||50px||false|false” custom_css_gallery_item=”width: 45% !important;||” locked=”off” global_colors_info=”{}” custom_css_gallery_item_last_edited=”on|phone” custom_css_gallery_item_phone=”width: 100% !important;||” custom_css_gallery_item_tablet=”width: 45% !important;||”][\/et_pb_gallery][et_pb_heading title=”Mec\u00e0nica Rockfill. Trencament de part\u00edcules. Efecte de la humitat relativa. Modelitzaci\u00f3 DEM. ” admin_label=”Unsaturated Soil Mechanics. Experimental and theoretical advances. Application to embankments, dams and radioactive waste disposal.” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” global_colors_info=”{}”]<\/p>\n

Compressibilitat depenent del temps d’\u00e0rids granulars gruixuts. Efectes de la hist\u00f2ria hidromec\u00e0nica i la mida de l’agregat. (IP: Eduardo Alonso). <\/span><\/p>\n

[\/et_pb_text][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/07\/geom_6_1-1.png” title_text=”geom_6_1″ show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#004996″ hover_overlay_color=”rgba(0,73,150,0.2)” hover_icon=”||fa||900″ align=”center” _builder_version=”4.27.4″ _module_preset=”default” width=”60%” custom_padding=”||0px|||” global_colors_info=”{}”][\/et_pb_image][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”12px” text_orientation=”center” custom_padding=”||20px||false|false” global_colors_info=”{}”]<\/p>\n

Dispositiu controlat per humitat relativa per provar agregats granulars gruixuts<\/span><\/p>\n

[\/et_pb_text][et_pb_heading title=”Experiments i an\u00e0lisis multiescala de geomaterials” admin_label=”Multi-scale experiments and analyses of geomaterials” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” global_colors_info=”{}”]<\/p>\n

Les an\u00e0lisis multiescala de geomaterials s\u00f3n essencials per proporcionar una comprensi\u00f3 m\u00e9s profunda dels processos a escala microestructural que afecten el comportament macrosc\u00f2pic. Aquestes an\u00e0lisis permeten validar models constitutius multiescala utilitzats en aplicacions geot\u00e8cniques. (IP: Enrique Romero i Laura Gonz\u00e1lez-Blanco). <\/span><\/p>\n

[\/et_pb_text][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/07\/geom_7_1-1.png” title_text=”geom_7_1″ show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#004996″ hover_overlay_color=”rgba(0,73,150,0.2)” hover_icon=”||fa||900″ align=”center” admin_label=”Image” _builder_version=”4.27.4″ _module_preset=”default” width=”50%” custom_margin=”||50px||false|false” custom_padding=”||0px|||” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Experiments multif\u00edsics i modelitzaci\u00f3 de geomaterials” admin_label=”Multi-scale experiments and analyses of geomaterials” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” global_colors_info=”{}”]<\/p>\n

Aquesta l\u00ednia de recerca es dedica a realitzar experiments multif\u00edsics i de valor de contorn altament acoblats per donar suport a enfocaments de modelitzaci\u00f3 innovadors que tractin processos multif\u00edsics en geomaterials i materials relacionats. (IP: Enrique Romero i Laura Gonz\u00e1lez-Blanco). <\/p>\n

[\/et_pb_text][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/07\/geom_8_1.png” title_text=”geom_8_1″ show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#004996″ hover_overlay_color=”rgba(0,73,150,0.2)” hover_icon=”||fa||900″ align=”center” admin_label=”Image” _builder_version=”4.27.4″ _module_preset=”default” width=”50%” custom_margin=”||50px||false|false” custom_padding=”||0px|||” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Creixement de cristalls en roques anh\u00eddr\u00edtiques. Inflor i interacci\u00f3 estructural. ” admin_label=”Crystal Growth in Anhydritic Rocks. Swelling and structure interaction.” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” global_colors_info=”{}”]<\/p>\n

Aquesta l\u00ednia de recerca es basa en l’estudi del comportament de l’inflor en roques sulfatades i s\u00f2ls compactats indu\u00efts pel creixement de cristalls. La recerca engloba investigacions de laboratori i el desenvolupament d’una eina computacional capa\u00e7 de reproduir, de manera acoblada, els processos hidr\u00e0ulics, mec\u00e0nics i qu\u00edmics implicats en les expansions. (IP: Anna Ramon). <\/span><\/p>\n

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[\/et_pb_text][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/07\/geom_9_1-1.jpg” title_text=”geom_9_1″ show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#004996″ hover_overlay_color=”rgba(0,73,150,0.2)” hover_icon=”||fa||900″ align=”center” admin_label=”Image” _builder_version=”4.27.4″ _module_preset=”default” width=”50%” custom_margin=”||50px||false|false” custom_padding=”||0px|||” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”An\u00e0lisi i modelitzaci\u00f3 de preses de residus” admin_label=”Analysis and modelling of tailings dams” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” global_colors_info=”{}”]<\/p>\n

(IP: Marcos Arroyo, Daniel Tarrag\u00f3 i Antonio Gens).<\/span><\/p>\n

[\/et_pb_text][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/07\/geom_10_1-1.png” title_text=”geom_10_1″ show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#004996″ hover_overlay_color=”rgba(0,73,150,0.2)” hover_icon=”||fa||900″ align=”center” admin_label=”Image” _builder_version=”4.27.4″ _module_preset=”default” width=”50%” custom_margin=”||50px||false|false” custom_padding=”||0px|||” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Modelitzaci\u00f3 DEM i PFEM de la interacci\u00f3 de l'estructura del s\u00f2l” admin_label=”DEM and PFEM modelling of soil structure interaction” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” global_colors_info=”{}”]<\/p>\n

(IP: Marcos Arroyo, Daniel Tarrag\u00f3 i Antonio Gens).<\/span><\/p>\n

[\/et_pb_text][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/07\/geom_11_1-1.png” title_text=”geom_11_1″ show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#004996″ hover_overlay_color=”rgba(0,73,150,0.2)” hover_icon=”||fa||900″ align=”center” admin_label=”Image” _builder_version=”4.27.4″ _module_preset=”default” width=”50%” custom_margin=”||50px||false|false” custom_padding=”||0px|||” global_colors_info=”{}”][\/et_pb_image][et_pb_heading title=”Problemes d'alta deformaci\u00f3 t\u00e8rmica-hidromec\u00e0nica en medis porosos. Desenvolupament d'un codi obert Material Point Method. ” admin_label=”Thermal-hydro-mechanical large deformation problems in porous media. Development of a Material Point Method open source code.” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” global_colors_info=”{}”]<\/p>\n

\u2022 Esllavissades s\u00edsmiques indu\u00efdes per acceleraci\u00f3 t\u00e8rmica. Modelitzaci\u00f3 MPM d’esllavissades r\u00e0pides indu\u00efdes per terratr\u00e8mols, inclosos els efectes t\u00e8rmics indu\u00efts per fricci\u00f3 mitjan\u00e7ant el Material Point Method i l’enfocament de formulaci\u00f3 termohidromec\u00e0nica. Implementaci\u00f3 en Anura3D (codi obert) i aplicaci\u00f3 en casos reals. <\/span><\/p>\n

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\u2022 Modelitzaci\u00f3 MPM de fluxos-esllavissades. Modelitzaci\u00f3 de casos reals. Implementaci\u00f3 d’un model constitutiu avan\u00e7at per simular esllavissades de flux que impliquen liq\u00fcefacci\u00f3 est\u00e0tica en s\u00f2ls saturats i parcialment saturats. <\/span><\/p>\n

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(IP: N\u00faria M. Pinyol)<\/span><\/p>\n

[\/et_pb_text][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/07\/geom_12_1-1.png” title_text=”geom_12_1″ show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#004996″ hover_overlay_color=”rgba(0,73,150,0.2)” hover_icon=”||fa||900″ align=”center” admin_label=”Image” _builder_version=”4.27.4″ _module_preset=”default” width=”60%” custom_margin=”||50px||false|false” custom_padding=”||0px|||” global_colors_info=”{}”][\/et_pb_image][et_pb_image src=”https:\/\/cimne.com\/wp-content\/uploads\/2025\/07\/geom_12_2-1.png” title_text=”geom_12_2″ show_in_lightbox=”on” use_overlay=”on” overlay_icon_color=”#004996″ hover_overlay_color=”rgba(0,73,150,0.2)” hover_icon=”||fa||900″ align=”center” admin_label=”Image” _builder_version=”4.27.4″ _module_preset=”default” width=”60%” custom_margin=”||15px||false|false” custom_padding=”||0px|||” global_colors_info=”{}”][\/et_pb_image][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” text_font_size=”12px” width=”60%” module_alignment=”center” custom_margin=”0px||||false|false” custom_padding=”0px||20px||false|false” global_colors_info=”{}”]<\/p>\n

Disseny i construcci\u00f3 d’una centr\u00edfuga de tambor geot\u00e8cnica per a l’avaluaci\u00f3 de models f\u00edsics sotmesos a grans despla\u00e7aments i deformacions. Les mesures de despla\u00e7ament i grau de saturaci\u00f3 es fan mitjan\u00e7ant t\u00e8cniques avan\u00e7ades d’an\u00e0lisi d’imatges en desenvolupament. <\/p>\n

[\/et_pb_text][et_pb_heading title=”Esquerdes en s\u00f2ls dessecants” admin_label=”Cracking in desiccating soils” _builder_version=”4.27.4″ _module_preset=”default” title_level=”h3″ title_font=”|700|||||||” title_font_size=”1.5rem” title_line_height=”1.8rem” global_colors_info=”{}”][\/et_pb_heading][et_pb_text admin_label=”Text” _builder_version=”4.27.4″ _module_preset=”default” custom_padding=”||20px||false|false” global_colors_info=”{}”]<\/p>\n

(IP: Alberto Ledesma i Pere Prat).<\/span><\/p>\n

[\/et_pb_text][et_pb_gallery gallery_ids=”238801,238804″ posts_number=”2″ orientation=”portrait” show_title_and_caption=”off” show_pagination=”off” zoom_icon_color=”#004996″ hover_overlay_color=”rgba(0,73,150,0.2)” hover_icon=”||fa||900″ _builder_version=”4.27.4″ _module_preset=”default” module_alignment=”center” custom_margin=”||50px||false|false” custom_css_gallery_item=”width: 45% !important;||” locked=”off” global_colors_info=”{}” custom_css_gallery_item_last_edited=”on|tablet” custom_css_gallery_item_phone=”width: 100% !important;||” custom_css_gallery_item_tablet=”width: 45% !important;||”][\/et_pb_gallery][\/et_pb_column][\/et_pb_row][et_pb_row admin_label=”1px Line Row” _builder_version=”4.27.4″ _module_preset=”default” width=”100%” max_width=”2500px” custom_margin=”0px||0px||true|false” custom_padding=”0px||0px||true|false” collapsed=”on” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.27.4″ _module_preset=”default” global_colors_info=”{}”][et_pb_divider show_divider=”off” _builder_version=”4.27.4″ _module_preset=”default” width=”100%” height=”0px” custom_margin=”0px||0px||true|false” custom_padding=”0px||0px||true|false” border_width_bottom=”1px” border_color_bottom=”#d9d9d9″ global_colors_info=”{}”][\/et_pb_divider][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Staff Tab” module_class=”staff-content tab-content” _builder_version=”4.27.4″ _module_preset=”fed47f3e-3ebe-4259-a156-523c8e0b8966″ collapsed=”on” global_colors_info=”{}”][et_pb_row _builder_version=”4.27.0″ _module_preset=”c7c24b71-68f1-4ba2-bc79-49dcbcce5ea1″ collapsed=”off” global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.27.0″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ global_colors_info=”{}”][et_pb_code disabled_on=”off|off|off” admin_label=”WS code” _builder_version=”4.27.2″ _module_preset=”default” global_colors_info=”{}”]<\/p>\n

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[\/et_pb_code][et_pb_code disabled_on=”on|on|on” admin_label=”WS code” _builder_version=”4.27.3″ _module_preset=”default” disabled=”on” global_colors_info=”{}”]<\/p>\n

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Group Leaders<\/h5>\n

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Eduardo Soudah Prieto<\/pee> 70<\/pee> esoudah@cimne.upc.edu<\/pee> <\/div>\n

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Eduardo Soudah Prieto<\/pee> 70<\/pee> esoudah@cimne.upc.edu<\/pee> <\/div>\n

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Eduardo Soudah Prieto<\/pee> 70<\/pee> esoudah@cimne.upc.edu<\/pee> <\/div>\n

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Eduardo Soudah Prieto<\/pee> 70<\/pee> esoudah@cimne.upc.edu<\/pee> <\/div>\n

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Eduardo Soudah Prieto<\/pee> 70<\/pee> esoudah@cimne.upc.edu<\/pee> <\/div>\n

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Group Leaders<\/h5>\n

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<\/p>\n
Eduardo Soudah Prieto<\/pee> 70<\/pee> esoudah@cimne.upc.edu<\/pee> <\/div>\n

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Eduardo Soudah Prieto<\/pee> 70<\/pee> esoudah@cimne.upc.edu<\/pee> <\/div>\n

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Eduardo Soudah Prieto<\/pee> 70<\/pee> esoudah@cimne.upc.edu<\/pee> <\/div>\n

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Group Leaders<\/h5>\n

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<\/p>\n
Eduardo Soudah Prieto<\/pee> 70<\/pee> esoudah@cimne.upc.edu<\/pee> <\/div>\n

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Eduardo Soudah Prieto<\/pee> 70<\/pee> esoudah@cimne.upc.edu<\/pee> <\/div>\n

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Eduardo Soudah Prieto<\/pee> 70<\/pee> esoudah@cimne.upc.edu<\/pee> <\/div>\n

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Eduardo Soudah Prieto<\/pee> 70<\/pee> esoudah@cimne.upc.edu<\/pee> <\/div>\n

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[\/et_pb_code][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Projects Tab” module_class=”projects-content tab-content” _builder_version=”4.27.4″ _module_preset=”fed47f3e-3ebe-4259-a156-523c8e0b8966″ collapsed=”off” global_colors_info=”{}”][et_pb_row column_structure=”1_4,3_4″ disabled_on=”off|off|off” admin_label=”Tabs Nav” _builder_version=”4.27.2″ _module_preset=”c7c24b71-68f1-4ba2-bc79-49dcbcce5ea1″ global_colors_info=”{}”][et_pb_column type=”1_4″ module_id=”project-items” _builder_version=”4.27.2″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ global_colors_info=”{}”][et_pb_blurb title=”Projectes en curs” use_icon=”on” font_icon=”||fa||900″ icon_color=”rgba(2,160,165,0.5)” image_icon_width=”24px” icon_alignment=”left” content_max_width=”100%” admin_label=”Ongoing projects” module_id=”ongoing-projects-item” module_class=”projects-nav-item nav-item-active” _builder_version=”4.27.4″ _module_preset=”2be94eae-2349-4743-a4da-6a4100bff33f” header_level=”h6″ header_text_align=”left” header_text_color=”rgba(2,160,165,0.5)” header_font_size=”1.5rem” header_line_height=”1.8rem” image_icon_custom_margin=”|||30px|false|false” width=”100%” module_alignment=”left” custom_margin=”0px||0px||false|false” custom_padding=”10px||0px||false|false” header_text_align_last_edited=”off|desktop” custom_css_blurb_image=”margin-bottom: 0px;” custom_css_blurb_title=”padding-left: 10px;” border_width_left=”1px” border_color_left=”rgba(2,160,165,0.5)” global_colors_info=”{}”][\/et_pb_blurb][et_pb_blurb title=”Projectes finalitzats” use_icon=”on” font_icon=”||fa||400″ icon_color=”rgba(2,160,165,0.5)” image_icon_width=”24px” icon_alignment=”left” content_max_width=”100%” admin_label=”Finished projects” module_id=”finished-projects-item” module_class=”projects-nav-item ” _builder_version=”4.27.4″ _module_preset=”2be94eae-2349-4743-a4da-6a4100bff33f” header_level=”h6″ header_text_align=”left” header_text_color=”rgba(2,160,165,0.5)” header_font_size=”1.5rem” header_line_height=”1.8rem” image_icon_custom_margin=”||0px|30px|false|false” width=”100%” module_alignment=”left” custom_margin=”0px||0px||false|false” custom_padding=”10px||0px||false|false” header_text_align_last_edited=”off|desktop” custom_css_blurb_image=”margin-bottom: 0px;” custom_css_blurb_title=”padding-left: 10px;” border_width_left=”1px” border_color_left=”rgba(2,160,165,0.5)” global_colors_info=”{}” custom_css_blurb_image_last_edited=”off|desktop”][\/et_pb_blurb][\/et_pb_column][et_pb_column type=”3_4″ _builder_version=”4.27.0″ _module_preset=”56e57fde-4561-4cf6-a771-0a733a7201b1″ global_colors_info=”{}”][et_pb_code disabled_on=”off|off|off” admin_label=”WS code” _builder_version=”4.27.3″ _module_preset=”default” global_colors_info=”{}”]<\/p>\n

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[\/et_pb_code][et_pb_code disabled_on=”on|on|on” admin_label=”Detalls del projecte” module_id=”project-tab” _builder_version=”4.27.3″ _module_preset=”default” background_enable_color=”off” disabled=”on” global_colors_info=”{}”]<\/p>\n

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Enrere<\/span><\/div>\n

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NEXTGEM<\/h5>\n

Next Generation Integrated Sensins and Analytical System for Monitoring and Assessing Radiofrequency Electromagnetic Field Exposure and Health<\/pee> <\/div>\n

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Investigador principal<\/pee> Eduardo SOUDAH PRIETO<\/pee> esoudah@cimne.upc.edu <\/div>\n

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Abstract. The NextGEM vision is to assure safety for EU citizens when employing existing and future EMF based telecommunication technologies. This will be accomplished by generating relevant knowledge that ascertains appropriate prevention and control\/ actuation actions of EMF exposure in residential, public, and occupational settings. Fulfilling the vision will provide a healthy living and working environment, under safe EMF exposure conditions, that can be trusted by people and be in line with the regulations and laws of the public authorities. For that, NextGEM will provide a framework for the generation of health-relevant scientific knowledge and data on new scenarios of exposure to EMF in multiple frequency bands, and develop and validate tools for evidence based risk assessment. NextGEM will also create the NextGEM Innovation and Knowledge Hub (NIKH) for EMF and Health offering a standardised way for European regulatory authorities and the scientific community to store and assess project outcomes, and provide access to FAIR data. <\/pee> \t\t <\/del> P\u00c0GINA WEB<\/a><\/span><\/pee> <\/div>\n

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<\/p>\nConsortium members<\/summary>\n

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