{"id":7288,"date":"2025-04-15T19:31:40","date_gmt":"2025-04-15T19:31:40","guid":{"rendered":"https:\/\/geomatrix.co\/?p=7288"},"modified":"2025-04-15T19:31:48","modified_gmt":"2025-04-15T19:31:48","slug":"msr-estabilizacion-variante","status":"publish","type":"post","link":"https:\/\/geomatrix.co\/en\/msr-estabilizacion-variante\/","title":{"rendered":"MSR Stabilization variant"},"content":{"rendered":"<p class=\"\" data-start=\"81\" data-end=\"612\">During the construction of a bypass road, an instability problem occurred on one of the slopes adjacent to the road. This geotechnical condition compromised the original layout of the upper road, generating a significant risk for the continuity of vehicular and pedestrian traffic. The loss of MSR stabilization of the slope variant not only affected the structural integrity of the road, but also represented a potential danger to users by increasing the probability of landslides and partial collapse of the terrain.<\/p>\n<p class=\"\" data-start=\"614\" data-end=\"1167\">In order to mitigate these risks and ensure the safety of the road infrastructure, an effective and durable technical solution was designed and implemented. For this purpose, a reinforced soil retaining wall (MSR) was built using high-strength geogrids. This type of structure has proven to be efficient for improving slope stability in areas with complex geotechnical conditions, since it allows the reinforcement to be integrated into the soil itself, increasing its bearing capacity and reducing displacements.<\/p>\n<p class=\"\" data-start=\"1169\" data-end=\"1563\">The use of geogrids in the construction of the MSR allowed a more uniform distribution of loads and a favorable interaction between the granular material and the synthetic reinforcements, improving the overall stability of the system. In addition, this construction solution presents advantages in terms of speed of execution, cost-benefit and adaptability to different terrain configurations.<\/p>\n<p class=\"\" data-start=\"1565\" data-end=\"1959\">Thanks to the implementation of the<a href=\"https:\/\/geomatrix.co\/en\/soluciones\/geosinteticos-para-geotecnia\/\"> reinforced soil wall<\/a>The project was able to recover the original layout of the upper road, reestablishing the safety and continuity of both vehicular and pedestrian traffic. The work met the proposed technical objectives and represented an effective response to a common problem in road infrastructure projects located on unstable terrain.<\/p>\n<p><strong>Solution<\/strong><\/p>\n<p>To stabilize the road and mitigate the risk of landslides, the construction of a reinforced soil retaining wall with the following characteristics was chosen:<\/p>\n<ul>\n<li><b>Wall height:<\/b> 4.5 meters<\/li>\n<li><b>Separation between reinforcements:<\/b> 50 cm<\/li>\n<li><b>Reinforcement length:<\/b> 4.3 meters<\/li>\n<\/ul>\n<p><strong><img alt=\"Plano arquitect\u00f3nico con flechas rojas indicando circulaci\u00f3n\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7289 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dwdwe-300x199.png\" width=\"438\" height=\"291\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dwdwe-300x199.png 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dwdwe-1024x679.png 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dwdwe-768x510.png 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dwdwe-1536x1019.png 1536w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dwdwe-18x12.png 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dwdwe.png 1920w\" sizes=\"auto, (max-width: 438px) 100vw, 438px\"><\/strong><img alt=\"Secci\u00f3n transversal t\u00e9cnica de geomalla y drenaje subterr\u00e1neo\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7290 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dcded-300x222.png\" width=\"373\" height=\"276\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dcded-300x222.png 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dcded-16x12.png 16w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dcded.png 764w\" sizes=\"auto, (max-width: 373px) 100vw, 373px\"><\/p>\n<p style=\"text-align: center;\"><strong>Materials used<\/strong><\/p>\n<div id=\"attachment_7292\" style=\"width: 280px\" class=\"wp-caption aligncenter\"><img alt=\"Patr\u00f3n geom\u00e9trico de l\u00edneas diagonales entrelazadas negras\" loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-7292\" class=\"size-full wp-image-7292\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dddssss.jpg\" width=\"270\" height=\"184\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dddssss.jpg 270w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/dddssss-18x12.jpg 18w\" sizes=\"auto, (max-width: 270px) 100vw, 270px\"><p id=\"caption-attachment-7292\" class=\"wp-caption-text\"><strong>Fortgrid UX 50 uniaxial geogrids<\/strong><\/p><\/div>\n<div id=\"attachment_7293\" style=\"width: 310px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-7293\" class=\"size-medium wp-image-7293\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/xccsds-300x201.jpg\" alt=\"Geodr\u00e9n Permadrain 450\" width=\"300\" height=\"201\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/xccsds-300x201.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/xccsds-18x12.jpg 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/xccsds.jpg 308w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\"><p id=\"caption-attachment-7293\" class=\"wp-caption-text\"><strong>Geodrain Permadrain 450<\/strong><\/p><\/div>\n<div id=\"attachment_7294\" style=\"width: 274px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-7294\" class=\"size-full wp-image-7294\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/bbbbb.jpg\" alt=\"Tuber\u00eda de subdrenaje Drain Pipe envuelta en geotextil Fibertex F30G\" width=\"264\" height=\"178\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/bbbbb.jpg 264w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/bbbbb-18x12.jpg 18w\" sizes=\"auto, (max-width: 264px) 100vw, 264px\"><p id=\"caption-attachment-7294\" class=\"wp-caption-text\"><strong>DrainPipe subdrainage pipe wrapped in Fibertex F30G Geotextile<\/strong><\/p><\/div>\n<p>&nbsp;<\/p>\n<p style=\"text-align: center;\"><strong>Construction process<\/strong><\/p>\n<p>&nbsp;<\/p>\n<ul>\n<li>Formation of a drainage bed in granular material for a filter confined with FORTEX geotextile.<\/li>\n<\/ul>\n<p><img alt=\"Trabajadores instalan geomembrana blanca en excavaci\u00f3n de tierra\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7296 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/3e32332-235x300.jpg\" width=\"321\" height=\"409\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/3e32332-235x300.jpg 235w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/3e32332-9x12.jpg 9w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/3e32332.jpg 540w\" sizes=\"auto, (max-width: 321px) 100vw, 321px\"><\/p>\n<ul>\n<li>Installation of a vertical underdrainage system in the trellis with PERMADRAIN geodrainage and reinforcement layers in <a href=\"https:\/\/www.geosyntheticssociety.org\/improving-safety-and-reliability-with-stabilising-geogrids\/\">Geogrid<\/a> uniaxial FORTGRID UX 50<\/li>\n<\/ul>\n<p><img alt=\"Obra construcci\u00f3n con malla geotextil y refuerzo tierra.\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7297 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/23122-300x169.jpg\" width=\"500\" height=\"282\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/23122-300x169.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/23122-1024x577.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/23122-768x433.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/23122-18x10.jpg 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/23122.jpg 1280w\" sizes=\"auto, (max-width: 500px) 100vw, 500px\"><\/p>\n<p>&nbsp;<\/p>\n<ul>\n<li>Horizontal subdrainage system with PERMADRAIN geodrain and confinement at the face with PROPYBAG bags.<\/li>\n<\/ul>\n<p><img alt=\"Trabajador instalando geotextil en excavaci\u00f3n de construcci\u00f3n\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7298 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/32323-300x169.jpg\" width=\"504\" height=\"284\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/32323-300x169.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/32323-1024x576.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/32323-768x432.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/32323-18x10.jpg 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/32323.jpg 1280w\" sizes=\"auto, (max-width: 504px) 100vw, 504px\"><\/p>\n<ul>\n<li>Compaction of the forming soil<\/li>\n<\/ul>\n<p><img alt=\"Rodillo compactador trabajando en obra de construcci\u00f3n con muros\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7299 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/3231122-300x169.jpg\" width=\"506\" height=\"285\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/3231122-300x169.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/3231122-1024x576.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/3231122-768x432.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/3231122-18x10.jpg 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/3231122.jpg 1280w\" sizes=\"auto, (max-width: 506px) 100vw, 506px\"><\/p>\n<ul>\n<li>Compaction process of the forming soil and closing of the layer front with the geogrid.<\/li>\n<\/ul>\n<p><img alt=\"Obra de construcci\u00f3n con trabajadores y maquinaria en terreno excavado\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7300 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/342344444-229x300.jpg\" width=\"331\" height=\"434\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/342344444-229x300.jpg 229w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/342344444-9x12.jpg 9w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/342344444.jpg 541w\" sizes=\"auto, (max-width: 331px) 100vw, 331px\"><\/p>\n<ul>\n<li>Formation of the wall facade and confinement of soil layers with PROPYBAG bags.<\/li>\n<\/ul>\n<p><img alt=\"Sacos de arena turquesa y materiales de construcci\u00f3n en tierra roja\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7301 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/342333444-300x170.jpg\" width=\"549\" height=\"311\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/342333444-300x170.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/342333444-1024x579.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/342333444-768x434.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/342333444-18x10.jpg 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/342333444.jpg 1280w\" sizes=\"auto, (max-width: 549px) 100vw, 549px\"><\/p>\n<ul>\n<li>Provision of forming soil during the construction process<br \/>\n<img alt=\"Excavadora amarilla apilando sacos de arena en obra\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7302 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/43444-300x169.jpg\" width=\"569\" height=\"321\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/43444-300x169.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/43444-1024x576.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/43444-768x432.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/43444-1536x864.jpg 1536w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/43444-18x10.jpg 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/43444.jpg 1920w\" sizes=\"auto, (max-width: 569px) 100vw, 569px\"><\/li>\n<\/ul>\n<p style=\"text-align: center;\"><strong>\u00a0Result<\/strong><\/p>\n<div id=\"attachment_7303\" style=\"width: 544px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-7303\" class=\"wp-image-7303\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/E3E3EE-300x169.jpg\" alt=\"Fotograf\u00eda a\u00e9rea de la estructura terminada\" width=\"534\" height=\"301\" data-wp-editing=\"1\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/E3E3EE-300x169.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/E3E3EE-1024x576.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/E3E3EE-768x432.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/E3E3EE-18x10.jpg 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/E3E3EE.jpg 1280w\" sizes=\"auto, (max-width: 534px) 100vw, 534px\"><p id=\"caption-attachment-7303\" class=\"wp-caption-text\"><strong>Aerial photograph of the finished structure<\/strong><\/p><\/div>","protected":false},"excerpt":{"rendered":"<p>During the construction of a bypass road, an instability problem occurred on one of the slopes adjacent to the road. This geotechnical condition compromised the original layout of the upper road, generating a significant risk for the continuity of vehicular and pedestrian traffic. The loss of MSR stabilization slope variant not only...<\/p>","protected":false},"author":2,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_seopress_titles_title":"","_seopress_titles_desc":"La inestabilidad del talud por la variante vial afect\u00f3 el trazado y requiri\u00f3 un MSR para su estabilizaci\u00f3n.","_seopress_robots_index":"","_seopress_robots_follow":"","_seopress_robots_imageindex":"","_seopress_robots_snippet":"","_seopress_robots_primary_cat":"0","_seopress_robots_breadcrumbs":"","_seopress_robots_freeze_modified_date":"","_seopress_robots_custom_modified_date":"","_seopress_robots_canonical":"","_seopress_social_fb_title":"","_seopress_social_fb_desc":"","_seopress_social_fb_img":"","_seopress_social_fb_img_attachment_id":0,"_seopress_social_fb_img_width":0,"_seopress_social_fb_img_height":0,"_seopress_social_twitter_title":"","_seopress_social_twitter_desc":"","_seopress_social_twitter_img":"","_seopress_social_twitter_img_attachment_id":0,"_seopress_social_twitter_img_width":0,"_seopress_social_twitter_img_height":0,"_seopress_redirections_value":"","_seopress_redirections_enabled":"","_seopress_redirections_enabled_regex":"","_seopress_redirections_logged_status":"","_seopress_redirections_param":"","_seopress_redirections_type":0,"_seopress_analysis_target_kw":"MSR estabilizaci\u00f3n variante","_seopress_news_disabled":"","_seopress_video_disabled":"","_seopress_video":[],"_seopress_pro_schemas_manual":[],"_seopress_pro_rich_snippets_disable_all":"","_seopress_pro_rich_snippets_disable":[],"_seopress_pro_schemas":[],"rs_blank_template":"","rs_page_bg_color":"","slide_template_v7":"","inline_featured_image":false,"footnotes":""},"categories":[1],"tags":[],"class_list":["post-7288","post","type-post","status-publish","format-standard","hentry","category-todas"],"_links":{"self":[{"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/posts\/7288","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/comments?post=7288"}],"version-history":[{"count":0,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/posts\/7288\/revisions"}],"wp:attachment":[{"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/media?parent=7288"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/categories?post=7288"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/tags?post=7288"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}