{"id":9865,"date":"2023-02-14T12:08:05","date_gmt":"2023-02-14T12:08:05","guid":{"rendered":"https:\/\/blog.geostru.eu\/crollo-muri-di-sostegno-le-cause\/"},"modified":"2023-02-20T16:39:52","modified_gmt":"2023-02-20T16:39:52","slug":"fallos-de-muros-de-contencio-las-causas","status":"publish","type":"post","link":"https:\/\/blog.geostru.eu\/es\/fallos-de-muros-de-contencio-las-causas\/","title":{"rendered":"Fallos en muros de contenci\u00f3n: las causas"},"content":{"rendered":"<div class=\"wpb-content-wrapper\"><p>[vc_row][vc_column][vc_column_text]<\/p>\n<p style=\"text-align: justify\">El fallo de los muros de contenci\u00f3n puede ser causado por varios factores, entre ellos hay:<\/p>\n<p style=\"text-align: justify\">Inestabilidad de taludes (GEO): si las tierras alrededor del muro son inestables como por ejemplo: movimientos tel\u00faricos, acumulaci\u00f3n de agua, erosi\u00f3n, etc.<\/p>\n<p style=\"text-align: justify\">Fallo estructural (STR): la ca\u00edda del muro de contenci\u00f3n puede producirse en el caso haya sido dibujado o construido en manera incorrecta, por ejemplo con incorrecta estabilidad estructural o hecho con materiales de baja calidad.<\/p>\n<p style=\"text-align: justify\">Falta de manutenci\u00f3n: si el muro no se mantiene y monitorea con regularidad se podr\u00eda deteriorar en el tiempo y caer.<\/p>\n<p style=\"text-align: justify\">Por lo general la causa de fallo de los muros de contenci\u00f3n es una conjunci\u00f3n de todos estos factores.<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3 style=\"text-align: justify\">\u00bfComo realizar el dise\u00f1o de un muro de contenci\u00f3n?<\/h3>\n<p>La realizaci\u00f3n de un proyecto de un muro de contenci\u00f3n empieza con la evaluaci\u00f3n de las condiciones especificas del sitio: topograf\u00eda, zona s\u00edsmica, tipo de suelo, altura del muro, carga del suelo y el entorno.<\/p>\n<p>Usualmente el dise\u00f1o de un muro de contenci\u00f3n sigue los siguientes pasos:<\/p>\n<ul>\n<li>Evaluaci\u00f3n del sitio: estado general como topograf\u00eda, tipo de tierras y el entorno.<\/li>\n<li>Inclinaci\u00f3n del terreno: un terreno muy inclinado podr\u00eda causar problemas de edificaci\u00f3n y de estabilidad del muro.<\/li>\n<li>El entorno: arroyos, vegetaci\u00f3n u otras estructuras pueden afectar la estabilidad del muro.<\/li>\n<li>Elecci\u00f3n del tipo de muro: seg\u00fan el estado del sitio se elige el muro de contenci\u00f3n adecuado. Hay distintos muros de contenci\u00f3n: muros a gravedad, muros de hormig\u00f3n, muros de suelo reforzado.<\/li>\n<li>Calculo del empuje: se calcula el empuje de tierra que tiene que soportar el muro para evaluar correctamente las dimensiones.<\/li>\n<li>Dise\u00f1o de la estructura: la estructura del muro se dise\u00f1a teniendo en cuenta los materiales y t\u00e9cnicas constructivas m\u00e1s adecuadas.<\/li>\n<li>Verificaci\u00f3n de la estabilidad: la estabilidad del muro se debe evaluar en la fase de dise\u00f1o, mediante modelos de c\u00e1lculo y de simulaciones.<\/li>\n<li>Realizaci\u00f3n del muro: se construye siguiendo los datos t\u00e9cnicos del dise\u00f1o con particular atenci\u00f3n en la compactaci\u00f3n del suelo.<\/li>\n<\/ul>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3>\u00bfQue verificaciones se exigen para muros de contenci\u00f3n?<\/h3>\n<p>Para muros de contenci\u00f3n, o para estructuras mixtas juntos a ellos, se exige la verificaci\u00f3n de los siguientes estados limites:<\/p>\n<ul>\n<li style=\"text-align: justify\">\u2022 ELU (Estados L\u00edmite \u00daltimos) de tipo geot\u00e9cnico (GEO) y de equilibrio de cuerpo r\u00edgido (EQU):\n<ul>\n<li>estabilidad global del conjunto de estructura-terreno;<\/li>\n<li>deslizamiento sobre la superficie de colocaci\u00f3n;<\/li>\n<li>hundimiento por limite de carga del conjunto estructura-terreno;<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=\u00bb9707&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<ul>\n<li>ELU de tipo estructural (STR):\n<ul>\n<li>agotamiento de la resistencia de los materiales estructurales.<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=\u00bb9713&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<ul>\n<li style=\"text-align: justify\">En todo caso se debe satisfacer la condici\u00f3n siguiente:<\/li>\n<\/ul>\n<p style=\"text-align: justify\"><em>Ed \u2264 Rd <\/em>siendo:<\/p>\n<ul style=\"text-align: justify\">\n<li><em>Ed<\/em> es el valor de c\u00e1lculo del efecto de las acciones;<\/li>\n<li><em>Rd <\/em>es valor de c\u00e1lculo de la resistencia del sistema geot\u00e9cnico.<\/li>\n<\/ul>\n<p style=\"text-align: justify\">El control de la estabilidad del conjunto estructura de soporte-terreno debe efectuarse seg\u00fan el M\u00e9todo 1, Combinaci\u00f3n 2 (A2 + M2 + R2), teniendo en cuenta los coeficientes parciales indicados en las tablas de normas para acciones y par\u00e1metros geot\u00e9cnicos.<\/p>\n<p style=\"text-align: justify\">Siempre teniendo en cuenta los coeficientes parciales que se encuentran en las tablas de normas correspondientes, las verificas restantes deben efectuarse seg\u00fan por los menos uno de los siguientes m\u00e9todos:<\/p>\n<ul style=\"text-align: justify\">\n<li>Approccio 1: Combinazione 1 (A1 + M1 + R1),<\/li>\n<\/ul>\n<p style=\"text-align: justify\">Combinaci\u00f3n 2 (A2 + M2 + R2);<\/p>\n<ul style=\"text-align: justify\">\n<li>M\u00e9todo 2: (A1 + M1 + R3).<\/li>\n<\/ul>\n<p style=\"text-align: justify\">En el estado l\u00edmite de vuelco no se considera le movilizaci\u00f3n de la resistencia del suelo de fundaci\u00f3n y debe tratarse como estado limite de equilibrio de cuerpo r\u00edgido (EQU), utilizando los coeficientes parciales de las acciones y los coeficientes parciales del grupo (M2) por el calculo del empuje<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row bg_type=\u00bbbg_color\u00bb bg_color_value=\u00bb#f7f7f7&#8243;][vc_column width=\u00bb1\/2&#8243;]<style type=\"text\/css\" 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.gallery-zoom-ico {\n  background: rgba(255,255,255,0.3);\n  box-shadow: none;\n}\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-d0195a38100f9ec3da542de9aa4b2146.gallery-shortcode .gallery-zoom-ico:before,\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-d0195a38100f9ec3da542de9aa4b2146.gallery-shortcode .gallery-zoom-ico span {\n  font-size: 32px;\n  line-height: 44px;\n  color: #ffffff;\n  background: none;\n}<\/style><div class=\"owl-carousel gallery-carousel-shortcode gallery-shortcode  dt-gallery-container dt-owl-carousel-call gallery-carousel-shortcode-id-d0195a38100f9ec3da542de9aa4b2146 quick-scale-img enable-bg-rollover meta-info-off dt-arrow-border-on dt-arrow-hover-border-on bullets-small-dot-stroke reposition-arrows dt-icon-bg-off arrows-bg-on disable-arrows-hover-bg arrows-hover-bg-on  hover-fade \" data-scroll-mode=\"1\" data-col-num=\"1\" data-wide-col-num=\"1\" data-laptop-col=\"1\" data-h-tablet-columns-num=\"1\" data-v-tablet-columns-num=\"1\" data-phone-columns-num=\"1\" data-col-gap=\"10\" data-stage-padding=\"0\" data-speed=\"600\" data-autoplay=\"false\" data-autoplay_speed=\"6000\" data-arrows=\"true\" data-bullet=\"false\" data-next-icon=\"icon-ar-017-r\" data-prev-icon=\"icon-ar-017-l\" data-img-shadow-size=\"12px\" data-img-shadow-spread=\"3px\"><div data-post-id=\"3254\" data-date=\"2021-01-14T10:13:47+00:00\" data-name=\"MDC GEODROPBOX\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2021\/01\/MDC-GEODROPBOX.png\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1920\" data-large_image_height=\"1080\" data-dt-img-description=\"\" title=\"MDC GEODROPBOX\"><img fetchpriority=\"high\" decoding=\"async\" class=\"preload-me owl-lazy-load aspect\" src=\"data:image\/svg+xml,%3Csvg%20xmlns%3D&#39;http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg&#39;%20viewBox%3D&#39;0%200%201920%201080&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2021\/01\/MDC-GEODROPBOX.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2021\/01\/MDC-GEODROPBOX.png 1920w\" loading=\"eager\" style=\"--ratio: 1920 \/ 1080\" sizes=\"(max-width: 1920px) 100vw, 1920px\" alt=\"mdc geodropbox\" width=\"1920\" height=\"1080\"  \/><span class=\"gallery-rollover\"><span class=\"gallery-zoom-ico icomoon-the7-font-the7-zoom-06\"><span><\/span><\/span><\/span><\/a><\/figure><\/div><div data-post-id=\"3146\" data-date=\"2020-12-15T08:38:31+00:00\" data-name=\"mdc_TO_GFAS-1-500x264\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2020\/12\/mdc_TO_GFAS-1-500x264-1.gif\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"500\" data-large_image_height=\"264\" data-dt-img-description=\"\" title=\"mdc_TO_GFAS-1-500&#215;264\"><img decoding=\"async\" class=\"preload-me owl-lazy-load aspect\" src=\"data:image\/svg+xml,%3Csvg%20xmlns%3D&#39;http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg&#39;%20viewBox%3D&#39;0%200%20500%20264&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2020\/12\/mdc_TO_GFAS-1-500x264-1.gif\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2020\/12\/mdc_TO_GFAS-1-500x264-1.gif 500w\" loading=\"eager\" style=\"--ratio: 500 \/ 264\" sizes=\"(max-width: 500px) 100vw, 500px\" alt=\"muri di sostegno mdc\" width=\"500\" height=\"264\"  \/><span class=\"gallery-rollover\"><span class=\"gallery-zoom-ico icomoon-the7-font-the7-zoom-06\"><span><\/span><\/span><\/span><\/a><\/figure><\/div><div data-post-id=\"3262\" data-date=\"2021-01-14T10:21:56+00:00\" data-name=\"RELAZIONE MDC GEODROPBOX\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2021\/01\/RELAZIONE-MDC-GEODROPBOX.png\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1916\" data-large_image_height=\"1080\" data-dt-img-description=\"\" title=\"RELAZIONE MDC GEODROPBOX\"><img decoding=\"async\" class=\"preload-me owl-lazy-load aspect\" src=\"data:image\/svg+xml,%3Csvg%20xmlns%3D&#39;http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg&#39;%20viewBox%3D&#39;0%200%201916%201080&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2021\/01\/RELAZIONE-MDC-GEODROPBOX.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2021\/01\/RELAZIONE-MDC-GEODROPBOX.png 1916w\" loading=\"eager\" style=\"--ratio: 1916 \/ 1080\" sizes=\"(max-width: 1916px) 100vw, 1916px\" alt=\"relazione mdc geodropbox\" width=\"1916\" height=\"1080\"  \/><span class=\"gallery-rollover\"><span class=\"gallery-zoom-ico icomoon-the7-font-the7-zoom-06\"><span><\/span><\/span><\/span><\/a><\/figure><\/div><\/div>[\/vc_column][vc_column width=\u00bb1\/2&#8243;][vc_column_text]<\/p>\n<h3 class=\"LC20lb MBeuO DKV0Md\"><span style=\"text-decoration: underline\"><span style=\"color: #3b8ced\"><a style=\"color: #3b8ced;text-decoration: underline\" href=\"https:\/\/www.geostru.eu\/shop\/software-es\/geotecnia-y-geologia\/mdc-muros-de-contencion\/?lang=es\" target=\"_blank\" rel=\"noopener\">Muros de contenci\u00f3n \u2013 MDC<\/a><\/span><\/span><\/h3>\n<p align=\"justify\">Programa para el an\u00e1lisis de muros de contenci\u00f3n en hormig\u00f3n armado con cimentaciones directas o sobre pilotes y con anclajes. El software efect\u00faa un c\u00e1lculo geot\u00e9cnico utilizando, a elecci\u00f3n del usuario, las teor\u00edas adoptadas normalmente en geotecnia y efect\u00faa todas las verificaciones prescritas por la normativa actual, entre ellas la de\u00a0<a href=\"https:\/\/www.geostru.eu\/es\/shop\/software-extesions\/global-stability-analysis-gsa\/\">estabilidad global<\/a>, incluso en condiciones s\u00edsmicas.<\/p>\n<p>[\/vc_column_text][vc_row_inner][vc_column_inner width=\u00bb1\/2&#8243;]<a href=\"https:\/\/www.geostru.eu\/shop\/software-es\/geotecnia-y-geologia\/mdc-muros-de-contencion\/?lang=es\" class=\"btn-shortcode dt-btn-m dt-btn default-btn-color default-btn-hover-color default-btn-bg-color default-btn-bg-hover-color\" target=\"_blank\" id=\"dt-btn-1\" rel=\"noopener\"><span>M\u00e1s informaci\u00f3n<\/span><\/a>[\/vc_column_inner][vc_column_inner width=\u00bb1\/2&#8243;]<a href=\"https:\/\/help.geostru.eu\/mdc\/es\" class=\"btn-shortcode dt-btn-m dt-btn default-btn-color default-btn-hover-color default-btn-bg-color default-btn-bg-hover-color\" target=\"_blank\" id=\"dt-btn-2\" rel=\"noopener\"><span>Manual de usuario<\/span><\/a>[\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3 style=\"text-align: justify\">Ejemplo de caida de un muro de contenci\u00f3n a Cluj-Nepoca (Romania)<\/h3>\n<p style=\"text-align: justify\">Un muro de contenci\u00f3n se derrumb\u00f3 sobre los autos en la calle Lombului en la ciudad de Cluj-Napoca (Romania).<br \/>\nTras una denuncia, los agentes de la Polic\u00eda Urban\u00edstica y del control del Trafico encontraron un muro de contenci\u00f3n largo 35 metros ca\u00eddo. Cinco veh\u00edculos y una camioneta quedaron da\u00f1ados.<br \/>\n\u201cCabe se\u00f1alar que el muro de contenci\u00f3n estaba previsto en la documentaci\u00f3n t\u00e9cnica autorizada con CA no. 576\/2020 &#8211; \u00abConstrucci\u00f3n de edificio mixto, mejoras exteriores y cercas\u00bb &#8211; terreno privado, la obra no fue aceptada\u00bb.<br \/>\nLos agentes de Polic\u00eda han emitido una acta de control que exige de asegurar el sitio interesado y delimitarlo. Ademas exigieron la adopci\u00f3n de todas las medidas legales necesarias para solucionar el problema.<br \/>\nLa investigaci\u00f3n verificar\u00e1 si se ha respectado el dise\u00f1o realizado por el ingeniero estructural y si el trabajo dispon\u00eda de esta documentaci\u00f3n.<br \/>\nSeg\u00fan lo que se detectar\u00e1, la responsabilidad recaer\u00e1 sobre el contratista o sobre quien hizo las investigaciones.<\/p>\n<p>Fonte: <a href=\"https:\/\/www.stiridecluj.ro\/social\/cosmar-urbanistic-la-cluj-un-zid-de-sprijin-s-a-prabusit-peste-masini-foto\">Co\u0219mar urbanistic la Cluj! 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arrows-bg-on disable-arrows-hover-bg arrows-hover-bg-on  hover-fade \" data-scroll-mode=\"1\" data-col-num=\"1\" data-wide-col-num=\"1\" data-laptop-col=\"1\" data-h-tablet-columns-num=\"1\" data-v-tablet-columns-num=\"1\" data-phone-columns-num=\"1\" data-col-gap=\"10\" data-stage-padding=\"0\" data-speed=\"600\" data-autoplay=\"false\" data-autoplay_speed=\"6000\" data-arrows=\"true\" data-bullet=\"false\" data-next-icon=\"icon-ar-017-r\" data-prev-icon=\"icon-ar-017-l\" data-img-shadow-size=\"12px\" data-img-shadow-spread=\"3px\"><div data-post-id=\"9671\" data-date=\"2023-02-13T13:49:13+00:00\" data-name=\"cluj2\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/02\/cluj2.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"600\" data-large_image_height=\"800\" data-dt-img-description=\"\" title=\"cluj2\"><img decoding=\"async\" class=\"preload-me owl-lazy-load aspect\" src=\"data:image\/svg+xml,%3Csvg%20xmlns%3D&#39;http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg&#39;%20viewBox%3D&#39;0%200%20600%20600&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/02\/cluj2-600x600.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/02\/cluj2-600x600.jpg 600w\" loading=\"eager\" style=\"--ratio: 600 \/ 600\" sizes=\"(max-width: 600px) 100vw, 600px\" alt=\"sprijin\" width=\"600\" height=\"600\"  \/><span class=\"gallery-rollover\"><span class=\"gallery-zoom-ico icomoon-the7-font-the7-zoom-06\"><span><\/span><\/span><\/span><\/a><\/figure><\/div><div data-post-id=\"9675\" data-date=\"2023-02-13T13:49:15+00:00\" data-name=\"cluj3\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/02\/cluj3.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"750\" data-large_image_height=\"573\" data-dt-img-description=\"\" title=\"cluj3\"><img decoding=\"async\" class=\"preload-me owl-lazy-load aspect\" src=\"data:image\/svg+xml,%3Csvg%20xmlns%3D&#39;http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg&#39;%20viewBox%3D&#39;0%200%20573%20573&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/02\/cluj3-573x573.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/02\/cluj3-573x573.jpg 573w\" loading=\"eager\" style=\"--ratio: 573 \/ 573\" sizes=\"(max-width: 573px) 100vw, 573px\" alt=\"sprijin cluj\" width=\"573\" height=\"573\"  \/><span class=\"gallery-rollover\"><span class=\"gallery-zoom-ico icomoon-the7-font-the7-zoom-06\"><span><\/span><\/span><\/span><\/a><\/figure><\/div><div data-post-id=\"9667\" data-date=\"2023-02-13T13:49:11+00:00\" data-name=\"cluj1\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/02\/cluj1.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"375\" data-large_image_height=\"500\" data-dt-img-description=\"\" title=\"cluj1\"><img decoding=\"async\" class=\"preload-me owl-lazy-load aspect\" src=\"data:image\/svg+xml,%3Csvg%20xmlns%3D&#39;http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg&#39;%20viewBox%3D&#39;0%200%20375%20375&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/02\/cluj1-375x375.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/02\/cluj1-375x375.jpg 375w\" loading=\"eager\" style=\"--ratio: 375 \/ 375\" sizes=\"(max-width: 375px) 100vw, 375px\" alt=\"sprijin\" width=\"375\" height=\"375\"  \/><span class=\"gallery-rollover\"><span class=\"gallery-zoom-ico icomoon-the7-font-the7-zoom-06\"><span><\/span><\/span><\/span><\/a><\/figure><\/div><\/div>[\/vc_column][vc_column width=\u00bb1\/4&#8243;][\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>[vc_row][vc_column][vc_column_text] El fallo de los muros de contenci\u00f3n puede ser causado por varios factores, entre ellos hay: Inestabilidad de taludes (GEO): si las tierras alrededor del muro son inestables como por ejemplo: movimientos tel\u00faricos, acumulaci\u00f3n de agua, erosi\u00f3n, etc. Fallo estructural (STR): la ca\u00edda del muro de contenci\u00f3n puede producirse en el caso haya sido&hellip;<\/p>\n","protected":false},"author":16658,"featured_media":9675,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[764,747,816],"tags":[2196,2203,2201,2198,2202,2200],"class_list":["post-9865","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-ingenieria","category-geotecnica-es","category-news-es","tag-cluj-napoca-es","tag-contencion","tag-fallos","tag-mdc-es","tag-muros","tag-romania-es","category-764","category-747","category-816","description-off"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v25.0 (Yoast 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