{"id":12318,"date":"2024-07-17T10:03:29","date_gmt":"2024-07-17T10:03:29","guid":{"rendered":"https:\/\/blog.geostru.eu\/?p=12318"},"modified":"2024-07-19T13:43:19","modified_gmt":"2024-07-19T13:43:19","slug":"mre-porque-no-debe-considerarse-como-un-simple-modulo","status":"publish","type":"post","link":"https:\/\/blog.geostru.eu\/es\/mre-porque-no-debe-considerarse-como-un-simple-modulo\/","title":{"rendered":"MRE: Porque no debe considerarse como un simple m\u00f3dulo"},"content":{"rendered":"<div class=\"wpb-content-wrapper\"><p>[vc_row][vc_column][vc_column_text]<span lang=\"ES-CL\">Al realizar el an\u00e1lisis de estabilidad de un talud mediante el ya consolidado software Geostru<a href=\"https:\/\/www.geostru.eu\/es\/shop\/software-es\/geotecnia-y-geologia\/estabilidad-de-taludes-slope\/\" target=\"_blank\" rel=\"noopener\"> Estabilidad de taludes \u2013 Slope<\/a>, el usuario tiene la posibilidad de posicionar una obra de intervenci\u00f3n a elecci\u00f3n entre: Muros, Pilotajes, Anclajes y Tierra Reforzada. Al seleccionar esta \u00faltima, se abrir\u00e1 el m\u00f3dulo <strong>Tierras Reforzadas y Armadas \u2013 MRE<\/strong>. Sin duda se trata de un m\u00f3dulo, pero podemos definir tranquilamente MRE como un software aparte, y a continuaci\u00f3n se explicar\u00e1 por qu\u00e9.<\/span><\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3 style=\"text-align: justify\">MRE es un software gratuito adentro de Slope<\/h3>\n<p class=\"Standard\" style=\"text-align: justify\"><span lang=\"ES-CL\">Muchos usuarios, o quienes piensan en adquirir Slope, no saben que, a diferencia de otros software, Slope incluye el software para la verificaci\u00f3n y dise\u00f1o de tierras reforzadas <strong>MRE<\/strong> <span style=\"color: #008000\"><strong>de forma totalmente gratuita<\/strong><\/span>. <\/span><span lang=\"ES-CL\">Este, como veremos, permite el dise\u00f1o y la verificaci\u00f3n de tierras armadas y reforzadas que, por su parte, pueden ser utilizadas como obra de intervenci\u00f3n en el an\u00e1lisis de estabilidad del talud en estudio.<\/span><\/p>\n<p class=\"Standard\" style=\"text-align: justify\"><span lang=\"ES-CL\">\u00a0<\/span><span lang=\"ES-CL\">En Slope, en el men\u00fa \u201cPruebas-Cargas-Obras de intervenci\u00f3n\u201d, ser\u00e1 suficiente hacer clic en \u201cObras de intervenci\u00f3n\u201d, se activar\u00e1 la ventana lateral hom\u00f3nima a la derecha y desde aqu\u00ed, haciendo clic en el texto \u201cTierra-reforzada\u201d se iniciar\u00e1 MRE.<\/span><\/p>\n<blockquote>\n<p class=\"Standard\" style=\"text-align: justify\"><strong><span lang=\"ES-CL\">\u00a0<\/span><span lang=\"ES-CL\">El mismo resultado se obtiene presionando CTRL+E en Slope.<\/span><\/strong><\/p>\n<\/blockquote>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=\u00bb12332&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb onclick=\u00bblink_image\u00bb][\/vc_column][\/vc_row][vc_row bg_type=\u00bbbg_color\u00bb bg_color_value=\u00bb#f7f7f7&#8243;][vc_column width=\u00bb1\/2&#8243;]<style 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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-f84fa1f165ae114dc272f0d5c6191b4b.gallery-shortcode .gallery-zoom-ico:before,\n.gallery-carousel-shortcode.gallery-carousel-shortcode-id-f84fa1f165ae114dc272f0d5c6191b4b.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-f84fa1f165ae114dc272f0d5c6191b4b 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=\"6488\" data-date=\"2021-11-19T13:00:53+00:00\" data-name=\"slope_7_800\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2021\/11\/slope_7_800.png\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"800\" data-large_image_height=\"500\" data-dt-img-description=\"\" title=\"slope_7_800\"><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%20800%20500&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2021\/11\/slope_7_800.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2021\/11\/slope_7_800.png 800w\" loading=\"eager\" style=\"--ratio: 800 \/ 500\" sizes=\"(max-width: 800px) 100vw, 800px\" alt=\"\" width=\"800\" height=\"500\"  \/><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=\"12123\" data-date=\"2024-07-03T12:35:03+00:00\" data-name=\"GeoStru-Slope-2024-5\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024-5.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1916\" data-large_image_height=\"992\" data-dt-img-description=\"\" title=\"GeoStru-Slope-2024-5\"><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%20992&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024-5.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024-5.jpg 1916w\" loading=\"eager\" style=\"--ratio: 1916 \/ 992\" sizes=\"(max-width: 1916px) 100vw, 1916px\" alt=\"\" width=\"1916\" height=\"992\"  \/><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=\"12127\" data-date=\"2024-07-03T12:35:05+00:00\" data-name=\"GeoStru-Slope-2024-4\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024-4.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1914\" data-large_image_height=\"988\" data-dt-img-description=\"\" title=\"GeoStru-Slope-2024-4\"><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%201914%20988&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024-4.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024-4.jpg 1914w\" loading=\"eager\" style=\"--ratio: 1914 \/ 988\" sizes=\"(max-width: 1914px) 100vw, 1914px\" alt=\"\" width=\"1914\" height=\"988\"  \/><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=\"12131\" data-date=\"2024-07-03T12:35:07+00:00\" data-name=\"GeoStru-Slope-2024-3\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024-3.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1908\" data-large_image_height=\"987\" data-dt-img-description=\"\" title=\"GeoStru-Slope-2024-3\"><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%201908%20987&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024-3.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024-3.jpg 1908w\" loading=\"eager\" style=\"--ratio: 1908 \/ 987\" sizes=\"(max-width: 1908px) 100vw, 1908px\" alt=\"\" width=\"1908\" height=\"987\"  \/><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=\"12135\" data-date=\"2024-07-03T12:35:09+00:00\" data-name=\"GeoStru-Slope-2024-2\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024-2.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1913\" data-large_image_height=\"987\" data-dt-img-description=\"\" title=\"GeoStru-Slope-2024-2\"><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%201913%20987&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024-2.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024-2.jpg 1913w\" loading=\"eager\" style=\"--ratio: 1913 \/ 987\" sizes=\"(max-width: 1913px) 100vw, 1913px\" alt=\"\" width=\"1913\" height=\"987\"  \/><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=\"12139\" data-date=\"2024-07-03T12:35:11+00:00\" data-name=\"GeoStru-Slope-2024\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1916\" data-large_image_height=\"989\" data-dt-img-description=\"\" title=\"GeoStru-Slope-2024\"><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%20989&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2024\/07\/GeoStru-Slope-2024.jpg 1916w\" loading=\"eager\" style=\"--ratio: 1916 \/ 989\" sizes=\"(max-width: 1916px) 100vw, 1916px\" alt=\"\" width=\"1916\" height=\"989\"  \/><span class=\"gallery-rollover\"><span class=\"gallery-zoom-ico icomoon-the7-font-the7-zoom-06\"><span><\/span><\/span><\/span><\/a><\/figure><\/div><\/div>[vc_empty_space height=\u00bb35px\u00bb][\/vc_column][vc_column width=\u00bb1\/2&#8243;][vc_column_text]<\/p>\n<p style=\"text-align: justify\">Programa para el\u00a0<strong>an\u00e1lisis de la estabilidad de taludes<\/strong>\u00a0en suelos con y sin cohesi\u00f3n con m\u00e9todos tradicionales en geot\u00e9cnica\u00a0<strong>(Equilibrio l\u00edmite)<\/strong>\u00a0y adem\u00e1s con el m\u00e9todo de los\u00a0<strong>Elementos Discretos<\/strong>. Con este \u00faltimo es posible conocer los deslizamientos del talud y examinar la rotura progresiva. En condiciones s\u00edsmicas lleva a cabo tanto el an\u00e1lisis est\u00e1tico como el din\u00e1mico.<\/p>\n<p>[\/vc_column_text][vc_row_inner][vc_column_inner width=\u00bb1\/2&#8243;]<a href=\"https:\/\/www.geostru.eu\/es\/shop\/software-es\/geotecnia-y-geologia\/estabilidad-de-taludes-slope\/\" 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\/slope\/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>Help online<\/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\">Definici\u00f3n de datos s\u00edsmicos, geometr\u00eda, acu\u00edfero, cargas y tierras<\/h3>\n<p class=\"Standard\" style=\"text-align: justify\"><span lang=\"ES-CL\">Una vez iniciado MRE, la modelaci\u00f3n de la tierra reforzada o armada se detalla minuciosamente sin omitir nada.<\/span><\/p>\n<p class=\"Standard\" style=\"text-align: justify\"><span lang=\"ES-CL\">Desde los DATOS GENERALES es posible configurar los par\u00e1metros s\u00edsmicos y el tipo de c\u00e1lculo: eligiendo \u201cVerificaci\u00f3n\u201d se pueden introducir las longitudes de refuerzo deseadas. Eligiendo las NTC 2018, las combinaciones ya est\u00e1n listas en la fase de C\u00e1lculo.<\/span><\/p>\n<p class=\"Standard\" style=\"text-align: justify\"><span lang=\"ES-CL\">En GEOMETR\u00cdA es posible asignar la geometr\u00eda del TERRAPL\u00c9N ESTRUCTURAL (tierra reforzada), que puede generarse autom\u00e1ticamente introduciendo valores en funci\u00f3n de: la altura, el ancho y la inclinaci\u00f3n de los taludes de monte y de valle (geometr\u00eda de paralelep\u00edpedo), o introduciendo las coordenadas en la cuadr\u00edcula, si se desea tener una forma personalizada (por ejemplo, con bermas). Se recuerda que en la geometr\u00eda se debe crear un \u201cbloque\u201d definido y no solo el perfil topogr\u00e1fico: por lo tanto, adem\u00e1s del perfil, se debe insertar tambi\u00e9n la l\u00ednea que define el talud de monte de la obra.<\/span><\/p>\n<p class=\"Standard\" style=\"text-align: justify\"><span lang=\"ES-CL\">Las CARGAS se entienden como cargas distribuidas aplicables como franjas de carga sobre el terrapl\u00e9n.<\/span><\/p>\n<p class=\"Standard\" style=\"text-align: justify\"><span lang=\"ES-CL\">En DATOS DEL TERRENO deben introducirse los par\u00e1metros geot\u00e9cnicos: los del terreno estructural (tierra entre los refuerzos), los del terreno in situ excavado que empuja sobre el bloque reforzado y, finalmente, los de la fundaci\u00f3n.<\/span><\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=\u00bb12339&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb onclick=\u00bblink_image\u00bb][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3>Los refuerzos<\/h3>\n<p class=\"Standard\"><span lang=\"ES-CL\">Un punto importante es la definici\u00f3n de los refuerzos. En MRE hay un archivo de tipos de refuerzos que se pueden ver desde la herramienta con el mismo nombre, y que el usuario puede modificar a\u00f1adiendo otros nuevos. Una vez que se define un nuevo refuerzo, estar\u00e1 disponible en el men\u00fa desplegable al definir la posici\u00f3n.<\/span><\/p>\n<p class=\"Standard\"><span lang=\"ES-CL\">Espec\u00edficamente:<\/span><\/p>\n<ul>\n<li class=\"Standard\"><span lang=\"ES-CL\">En la secci\u00f3n <strong>POSICI\u00d3N REFUERZOS<\/strong> se establece la distribuci\u00f3n en altura de los refuerzos, as\u00ed como el tipo de refuerzo a utilizar. Existe un comando de disposici\u00f3n autom\u00e1tica que ayuda a distribuirlos de manera uniforme, ingresando: la cota inicial, la cota final, la separaci\u00f3n, etc. En este caso, el software calcula las coordenadas de los puntos de inserci\u00f3n de los refuerzos, por lo que no es necesario asignarlas manualmente.<\/span><\/li>\n<li class=\"Standard\"><span lang=\"ES-CL\">En el <strong>ARCHIVO TIPOS DE REFUERZOS<\/strong> se encuentran refuerzos predefinidos, pero es posible a\u00f1adir otros nuevos. Las tipolog\u00edas se leen desde la ventana de POSICI\u00d3N REFUERZOS, permitiendo al usuario asignar clases de resistencia diferentes por niveles.<\/span><\/li>\n<\/ul>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=\u00bb12345&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb onclick=\u00bblink_image\u00bb][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<blockquote>\n<p style=\"text-align: justify\">Con la \u00faltima actualizaci\u00f3n de Slope, en MRE es posible definir obras de ingenier\u00eda natural\u00edstica del tipo empalizada viva doble. Es necesario definir en el archivo de tipolog\u00edas de refuerzos el Tipo \u00abBarras\u00bb, el material madera y asignar las propiedades de los materiales.<\/p>\n<p style=\"text-align: justify\">Lo hemos discutido <u>aqu\u00ed<\/u>.<\/p>\n<\/blockquote>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column width=\u00bb1\/2&#8243;][vc_single_image image=\u00bb12349&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb onclick=\u00bblink_image\u00bb][\/vc_column][vc_column width=\u00bb1\/2&#8243;][vc_single_image image=\u00bb12335&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb onclick=\u00bblink_image\u00bb][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3>C\u00e1lculos y verificaciones en MRE<\/h3>\n<p class=\"Standard\" style=\"text-align: justify\"><span lang=\"ES-CL\">En la ventana de an\u00e1lisis se muestran las combinaciones de carga a examinar. Seleccionando \u00abCombinaciones de carga\u00bb y haciendo clic con el bot\u00f3n derecho del mouse es posible a\u00f1adir, eliminar o regenerar el listado de combinaciones. Para cada combinaci\u00f3n es posible elegir el coeficiente de combinaci\u00f3n en las acciones, de los par\u00e1metros geot\u00e9cnicos del terreno y el de las resistencias.<\/span><\/p>\n<p class=\"Standard\" style=\"text-align: justify\"><span lang=\"ES-CL\">A trav\u00e9s del comando \u00abC\u00e1lculo\u00bb se analizar\u00e1n todas las combinaciones creadas y, para cada una de ellas, se representar\u00e1n en la pantalla las longitudes de los refuerzos que est\u00e1n dentro de la cu\u00f1a de rotura \u00abLR\u00bb y las longitudes \u00abLE\u00bb efectivas.<\/span><\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=\u00bb12354&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb onclick=\u00bblink_image\u00bb][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3>Output y resultados<\/h3>\n<p style=\"text-align: justify\">En MRE, los resultados se organizan en tablas.<\/p>\n<p style=\"text-align: justify\">La primera tabla muestra para cada refuerzo los resultados del an\u00e1lisis organizados de la siguiente manera:<\/p>\n<ul style=\"text-align: justify\">\n<li>Las longitudes de la fachada, la de plegado, las internas a la cu\u00f1a, las efectivas y las totales del refuerzo individual.<\/li>\n<li>El factor de seguridad al desprendimiento.<\/li>\n<li>La tensi\u00f3n en el refuerzo.<\/li>\n<li>El factor de seguridad a la rotura.<\/li>\n<li>La fuerza de tracci\u00f3n en el refuerzo.<\/li>\n<li>La resistencia al desprendimiento.<\/li>\n<li>La resistencia \u00faltima del material.<\/li>\n<\/ul>\n<p style=\"text-align: justify\">Se informan los coeficientes de seguridad globales al deslizamiento, al vuelco y a la carga l\u00edmite de la tierra reforzada.<\/p>\n<p style=\"text-align: justify\">Los resultados de las verificaciones globales se resumen en la pantalla mediante los valores que asumen los coeficientes de seguridad globales al deslizamiento, al volteo y a la carga l\u00edmite.<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_single_image image=\u00bb12358&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb onclick=\u00bblink_image\u00bb][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<p style=\"text-align: justify\">Una vez realizado el c\u00e1lculo, el software dar\u00e1 los siguientes gr\u00e1ficos:<\/p>\n<ul>\n<li style=\"text-align: justify\">Fuerza de tracci\u00f3n el refuerzo.<\/li>\n<li style=\"text-align: justify\">Factor de seguridad desprendimiento.<\/li>\n<li style=\"text-align: justify\">Factor de seguridad a la rotura.<\/li>\n<li style=\"text-align: justify\">Resistencia al desprendimiento.<\/li>\n<li>Resistencia \u00faltima del material.<\/li>\n<\/ul>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column width=\u00bb1\/3&#8243;][vc_single_image image=\u00bb12363&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb onclick=\u00bblink_image\u00bb][\/vc_column][vc_column width=\u00bb1\/3&#8243;][vc_single_image image=\u00bb12368&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb onclick=\u00bblink_image\u00bb][\/vc_column][vc_column width=\u00bb1\/3&#8243;][vc_single_image image=\u00bb12372&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb onclick=\u00bblink_image\u00bb][\/vc_column][\/vc_row][vc_row][vc_column width=\u00bb1\/4&#8243;][\/vc_column][vc_column width=\u00bb1\/4&#8243;][vc_single_image image=\u00bb12376&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb onclick=\u00bblink_image\u00bb][\/vc_column][vc_column width=\u00bb1\/4&#8243;][vc_single_image image=\u00bb12380&#8243; img_size=\u00bbfull\u00bb alignment=\u00bbcenter\u00bb onclick=\u00bblink_image\u00bb][\/vc_column][vc_column width=\u00bb1\/4&#8243;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<p class=\"p_desc\" style=\"text-align: justify\">In el \u00abInforme\u00bb, est\u00e1 disponible el comando \u00abExportar a Word\u00bb, que permite generar un informe detallado de c\u00e1lculo. Este informe incluye, adem\u00e1s de los conceptos te\u00f3ricos pertinentes, los resultados del an\u00e1lisis presentados en forma de tablas<\/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\" data-type=\"the7_shortcodes-inline-css\">.gallery-carousel-shortcode.gallery-carousel-shortcode-id-0e2a05ddbf1590134673729352247b34.owl-carousel .owl-nav div {\n  width: 36px;\n  height: 36px;\n  border-radius: 500px;\n}\n.dt-arrow-border-on.gallery-carousel-shortcode.gallery-carousel-shortcode-id-0e2a05ddbf1590134673729352247b34.owl-carousel .owl-nav div:not(:hover):before {\n  border-width: 0px;\n}\n.dt-arrow-hover-border-on.gallery-carousel-shortcode.gallery-carousel-shortcode-id-0e2a05ddbf1590134673729352247b34.owl-carousel .owl-nav div:hover:after {\n  border-width: 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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=\"20\" 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=\"11462\" data-date=\"2023-11-30T09:26:31+00:00\" data-name=\"geostru-mre-naturalistic-engineering\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/geostru-mre-naturalistic-engineering.jpg\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1912\" data-large_image_height=\"1018\" data-dt-img-description=\"\" title=\"geostru-mre-naturalistic-engineering\"><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%201912%201018&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/geostru-mre-naturalistic-engineering.jpg\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/geostru-mre-naturalistic-engineering.jpg 1912w\" loading=\"eager\" style=\"--ratio: 1912 \/ 1018\" sizes=\"(max-width: 1912px) 100vw, 1912px\" alt=\"\" width=\"1912\" height=\"1018\"  \/><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=\"11466\" data-date=\"2023-11-30T09:26:42+00:00\" data-name=\"slope naturalistic engineering\"><figure class=\"post\"><a href=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/slope-naturalistic-engineering.png\" class=\"rollover dt-pswp-item layzr-bg\" data-large_image_width=\"1912\" data-large_image_height=\"1013\" data-dt-img-description=\"\" title=\"slope naturalistic engineering\"><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%201912%201013&#39;%2F%3E\" data-src=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/slope-naturalistic-engineering.png\" data-srcset=\"https:\/\/blog.geostru.eu\/wp-content\/uploads\/sites\/9\/2023\/11\/slope-naturalistic-engineering.png 1912w\" loading=\"eager\" style=\"--ratio: 1912 \/ 1013\" sizes=\"(max-width: 1912px) 100vw, 1912px\" alt=\"\" width=\"1912\" height=\"1013\"  \/><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=\"product_title entry-title\">Dimensionamiento y comprobaci\u00f3n de tierras reforzadas \u2013 MRE<\/h3>\n<p style=\"text-align: justify\">Software para dimensionamiento y comprobaci\u00f3n de tierras reforzadas, tanto con elementos met\u00e1licos como con geomembranas, geomallas, pilotes de madera en condiciones est\u00e1ticas o s\u00edsmicas.<br \/>\nEl programa permite ingresar datos de forma sencilla mediante un conjunto de herramientas espec\u00edficas, tales como la generaci\u00f3n autom\u00e1tica de la posici\u00f3n de los refuerzos, del perfil de la tierra reforzada con opci\u00f3n de elegir entre perfil con pendiente constante o en terrazas.<br \/>\nPosibilidad de definir varios tipos de tierra reforzada en el mismo archivo y efectuar, contempor\u00e1neamente, todos los an\u00e1lisis de verificaci\u00f3n y de proyectos con varias combinaciones de carga. El programa cuenta con un database de los principales elementos de refuerzo que puede ser enriquecido por el usuario.<\/p>\n<p>[\/vc_column_text][vc_row_inner][vc_column_inner width=\u00bb1\/2&#8243;]<a href=\"https:\/\/www.geostru.eu\/es\/shop\/software-es\/software-geologia-es\/dimensionamiento-y-comprobacion-de-tierras-reforzadas\/\" 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-3\" 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\/slope\/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-4\" rel=\"noopener\"><span>Help<\/span><\/a>[\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<\/p>\n<h3>Quiz\u00e1 le interese&#8230;<\/h3>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row][vc_column][vc_basic_grid post_type=\u00bbids\u00bb grid_id=\u00bbvc_gid:1721396528449-e80bee2b-84bf-1&#8243; include=\u00bb12394&#8243;][\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>[vc_row][vc_column][vc_column_text]Al realizar el an\u00e1lisis de estabilidad de un talud mediante el ya consolidado software Geostru Estabilidad de taludes \u2013 Slope, el usuario tiene la posibilidad de posicionar una obra de intervenci\u00f3n a elecci\u00f3n entre: Muros, Pilotajes, Anclajes y Tierra Reforzada. Al seleccionar esta \u00faltima, se abrir\u00e1 el m\u00f3dulo Tierras Reforzadas y Armadas \u2013 MRE. Sin&hellip;<\/p>\n","protected":false},"author":16658,"featured_media":12335,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[4,1835,2278,764,747],"tags":[1805,1804,2422,2423],"class_list":["post-12318","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-ambiente-es","category-progettazione-es","category-geotecnica-es-2","category-ingenieria","category-geotecnica-es","tag-geotecnia","tag-ingenieria","tag-mre-es","tag-slope-es","category-4","category-1835","category-2278","category-764","category-747","description-off"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v25.0 (Yoast SEO v25.0) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>MRE: Porque no debe considerarse como un simple m\u00f3dulo - Geostru Blog<\/title>\n<meta name=\"description\" content=\"Un vistazo al software MRE contenido en Slope de GeoStru. 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