{"id":379,"date":"2024-06-28T14:47:32","date_gmt":"2024-06-28T17:47:32","guid":{"rendered":"https:\/\/imec.unse.edu.ar\/imec\/?page_id=379"},"modified":"2025-07-04T07:14:17","modified_gmt":"2025-07-04T10:14:17","slug":"centro-de-estudios-geologicos-y-geotecnicos-cegg","status":"publish","type":"page","link":"https:\/\/imec.unse.edu.ar\/imec\/index.php\/acerca-del-instituto\/centro-de-estudios-geologicos-y-geotecnicos-cegg\/","title":{"rendered":"Centro de Estudios Geol\u00f3gicos y Geot\u00e9cnicos (CEGG)"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"379\" class=\"elementor elementor-379\">\n\t\t\t\t<div class=\"elementor-element elementor-element-acedbb7 e-flex e-con-boxed e-con e-parent\" data-id=\"acedbb7\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-806dca9 elementor-widget elementor-widget-spacer\" data-id=\"806dca9\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-980c957 e-flex e-con-boxed e-con e-parent\" data-id=\"980c957\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-634ed2f elementor-widget elementor-widget-heading\" data-id=\"634ed2f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Servicios<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-1263572 e-flex e-con-boxed e-con e-parent\" data-id=\"1263572\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t<div class=\"elementor-element elementor-element-e78789a e-con-full e-flex e-con e-child\" data-id=\"e78789a\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-7b0b911 elementor-mobile-position-inline-start elementor-view-default elementor-position-block-start elementor-widget elementor-widget-icon-box\" data-id=\"7b0b911\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"icon-box.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-box-wrapper\">\n\n\t\t\t\t\t\t<div class=\"elementor-icon-box-icon\">\n\t\t\t\t<span  class=\"elementor-icon\">\n\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-dice-d20\" viewBox=\"0 0 480 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M106.75 215.06L1.2 370.95c-3.08 5 .1 11.5 5.93 12.14l208.26 22.07-108.64-190.1zM7.41 315.43L82.7 193.08 6.06 147.1c-2.67-1.6-6.06.32-6.06 3.43v162.81c0 4.03 5.29 5.53 7.41 2.09zM18.25 423.6l194.4 87.66c5.3 2.45 11.35-1.43 11.35-7.26v-65.67l-203.55-22.3c-4.45-.5-6.23 5.59-2.2 7.57zm81.22-257.78L179.4 22.88c4.34-7.06-3.59-15.25-10.78-11.14L17.81 110.35c-2.47 1.62-2.39 5.26.13 6.78l81.53 48.69zM240 176h109.21L253.63 7.62C250.5 2.54 245.25 0 240 0s-10.5 2.54-13.63 7.62L130.79 176H240zm233.94-28.9l-76.64 45.99 75.29 122.35c2.11 3.44 7.41 1.94 7.41-2.1V150.53c0-3.11-3.39-5.03-6.06-3.43zm-93.41 18.72l81.53-48.7c2.53-1.52 2.6-5.16.13-6.78l-150.81-98.6c-7.19-4.11-15.12 4.08-10.78 11.14l79.93 142.94zm79.02 250.21L256 438.32v65.67c0 5.84 6.05 9.71 11.35 7.26l194.4-87.66c4.03-1.97 2.25-8.06-2.2-7.56zm-86.3-200.97l-108.63 190.1 208.26-22.07c5.83-.65 9.01-7.14 5.93-12.14L373.25 215.06zM240 208H139.57L240 383.75 340.43 208H240z\"><\/path><\/svg>\t\t\t\t<\/span>\n\t\t\t<\/div>\n\t\t\t\n\t\t\t\t\t\t<div class=\"elementor-icon-box-content\">\n\n\t\t\t\t\t\t\t\t\t<h3 class=\"elementor-icon-box-title\">\n\t\t\t\t\t\t<span  >\n\t\t\t\t\t\t\tEstudios e investigaciones de prospecci\u00f3n geot\u00e9cnica\t\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/h3>\n\t\t\t\t\n\t\t\t\t\t\t\t\t\t<p class=\"elementor-icon-box-description\">\n\t\t\t\t\t\tCaracterizaci\u00f3n estratigr\u00e1fica. Determinaci\u00f3n de la capacidad de carga de cimentaciones. Estabilidad de taludes y empujes sobre estructuras de sost\u00e9n.\t\t\t\t\t<\/p>\n\t\t\t\t\n\t\t\t<\/div>\n\t\t\t\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-2995196 e-con-full e-flex e-con e-child\" data-id=\"2995196\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-692bb47 elementor-mobile-position-inline-start elementor-view-default elementor-position-block-start elementor-widget elementor-widget-icon-box\" data-id=\"692bb47\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"icon-box.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-box-wrapper\">\n\n\t\t\t\t\t\t<div class=\"elementor-icon-box-icon\">\n\t\t\t\t<span  class=\"elementor-icon\">\n\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-desktop\" viewBox=\"0 0 576 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M528 0H48C21.5 0 0 21.5 0 48v320c0 26.5 21.5 48 48 48h192l-16 48h-72c-13.3 0-24 10.7-24 24s10.7 24 24 24h272c13.3 0 24-10.7 24-24s-10.7-24-24-24h-72l-16-48h192c26.5 0 48-21.5 48-48V48c0-26.5-21.5-48-48-48zm-16 352H64V64h448v288z\"><\/path><\/svg>\t\t\t\t<\/span>\n\t\t\t<\/div>\n\t\t\t\n\t\t\t\t\t\t<div class=\"elementor-icon-box-content\">\n\n\t\t\t\t\t\t\t\t\t<h3 class=\"elementor-icon-box-title\">\n\t\t\t\t\t\t<span  >\n\t\t\t\t\t\t\tSimulaci\u00f3n de la respuesta de suelos\t\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/h3>\n\t\t\t\t\n\t\t\t\t\t\t\t\t\t<p class=\"elementor-icon-box-description\">\n\t\t\t\t\t\tFrente a acciones de carga y condiciones de borde complejas. An\u00e1lisis de respuesta din\u00e1mica.\t\t\t\t\t<\/p>\n\t\t\t\t\n\t\t\t<\/div>\n\t\t\t\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-c5b7f70 e-con-full e-flex e-con e-child\" data-id=\"c5b7f70\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-953c047 elementor-mobile-position-inline-start elementor-view-default elementor-position-block-start elementor-widget elementor-widget-icon-box\" data-id=\"953c047\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"icon-box.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-box-wrapper\">\n\n\t\t\t\t\t\t<div class=\"elementor-icon-box-icon\">\n\t\t\t\t<span  class=\"elementor-icon\">\n\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-compress-alt\" viewBox=\"0 0 448 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M4.686 427.314L104 328l-32.922-31.029C55.958 281.851 66.666 256 88.048 256h112C213.303 256 224 266.745 224 280v112c0 21.382-25.803 32.09-40.922 16.971L152 376l-99.314 99.314c-6.248 6.248-16.379 6.248-22.627 0L4.686 449.941c-6.248-6.248-6.248-16.379 0-22.627zM443.314 84.686L344 184l32.922 31.029c15.12 15.12 4.412 40.971-16.97 40.971h-112C234.697 256 224 245.255 224 232V120c0-21.382 25.803-32.09 40.922-16.971L296 136l99.314-99.314c6.248-6.248 16.379-6.248 22.627 0l25.373 25.373c6.248 6.248 6.248 16.379 0 22.627z\"><\/path><\/svg>\t\t\t\t<\/span>\n\t\t\t<\/div>\n\t\t\t\n\t\t\t\t\t\t<div class=\"elementor-icon-box-content\">\n\n\t\t\t\t\t\t\t\t\t<h3 class=\"elementor-icon-box-title\">\n\t\t\t\t\t\t<span  >\n\t\t\t\t\t\t\tCaracterizaci\u00f3n del potencial de licuefacci\u00f3n de los suelos\t\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/h3>\n\t\t\t\t\n\t\t\t\t\t\t\t\t\t<p class=\"elementor-icon-box-description\">\n\t\t\t\t\t\tDeterminaci\u00f3n del riesgo de colapso. Estimaci\u00f3n de probabilidad y magnitud de asiento.\t\t\t\t\t<\/p>\n\t\t\t\t\n\t\t\t<\/div>\n\t\t\t\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-34c076c e-con-full e-flex e-con e-child\" data-id=\"34c076c\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t<div class=\"elementor-element elementor-element-a7da020 elementor-mobile-position-inline-start elementor-view-default elementor-position-block-start elementor-widget elementor-widget-icon-box\" data-id=\"a7da020\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"icon-box.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-icon-box-wrapper\">\n\n\t\t\t\t\t\t<div class=\"elementor-icon-box-icon\">\n\t\t\t\t<span  class=\"elementor-icon\">\n\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-layer-group\" viewBox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M12.41 148.02l232.94 105.67c6.8 3.09 14.49 3.09 21.29 0l232.94-105.67c16.55-7.51 16.55-32.52 0-40.03L266.65 2.31a25.607 25.607 0 0 0-21.29 0L12.41 107.98c-16.55 7.51-16.55 32.53 0 40.04zm487.18 88.28l-58.09-26.33-161.64 73.27c-7.56 3.43-15.59 5.17-23.86 5.17s-16.29-1.74-23.86-5.17L70.51 209.97l-58.1 26.33c-16.55 7.5-16.55 32.5 0 40l232.94 105.59c6.8 3.08 14.49 3.08 21.29 0L499.59 276.3c16.55-7.5 16.55-32.5 0-40zm0 127.8l-57.87-26.23-161.86 73.37c-7.56 3.43-15.59 5.17-23.86 5.17s-16.29-1.74-23.86-5.17L70.29 337.87 12.41 364.1c-16.55 7.5-16.55 32.5 0 40l232.94 105.59c6.8 3.08 14.49 3.08 21.29 0L499.59 404.1c16.55-7.5 16.55-32.5 0-40z\"><\/path><\/svg>\t\t\t\t<\/span>\n\t\t\t<\/div>\n\t\t\t\n\t\t\t\t\t\t<div class=\"elementor-icon-box-content\">\n\n\t\t\t\t\t\t\t\t\t<h3 class=\"elementor-icon-box-title\">\n\t\t\t\t\t\t<span  >\n\t\t\t\t\t\t\tEstudios geol\u00f3gicos\t\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/h3>\n\t\t\t\t\n\t\t\t\t\n\t\t\t<\/div>\n\t\t\t\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Servicios Estudios e investigaciones de prospecci\u00f3n geot\u00e9cnica Caracterizaci\u00f3n estratigr\u00e1fica. Determinaci\u00f3n de la capacidad de carga de cimentaciones. Estabilidad de taludes y empujes sobre estructuras de sost\u00e9n. Simulaci\u00f3n de la respuesta de suelos Frente a acciones de carga y condiciones de borde complejas. An\u00e1lisis de respuesta din\u00e1mica. Caracterizaci\u00f3n del potencial de licuefacci\u00f3n de los suelos Determinaci\u00f3n del riesgo de colapso. Estimaci\u00f3n [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":78,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"elementor_header_footer","meta":{"footnotes":""},"class_list":["post-379","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/imec.unse.edu.ar\/imec\/index.php\/wp-json\/wp\/v2\/pages\/379"}],"collection":[{"href":"https:\/\/imec.unse.edu.ar\/imec\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/imec.unse.edu.ar\/imec\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/imec.unse.edu.ar\/imec\/index.php\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/imec.unse.edu.ar\/imec\/index.php\/wp-json\/wp\/v2\/comments?post=379"}],"version-history":[{"count":64,"href":"https:\/\/imec.unse.edu.ar\/imec\/index.php\/wp-json\/wp\/v2\/pages\/379\/revisions"}],"predecessor-version":[{"id":2756,"href":"https:\/\/imec.unse.edu.ar\/imec\/index.php\/wp-json\/wp\/v2\/pages\/379\/revisions\/2756"}],"up":[{"embeddable":true,"href":"https:\/\/imec.unse.edu.ar\/imec\/index.php\/wp-json\/wp\/v2\/pages\/78"}],"wp:attachment":[{"href":"https:\/\/imec.unse.edu.ar\/imec\/index.php\/wp-json\/wp\/v2\/media?parent=379"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}