{"id":7869,"date":"2026-02-25T12:41:39","date_gmt":"2026-02-25T12:41:39","guid":{"rendered":"https:\/\/geomatrix.co\/?p=7869"},"modified":"2026-02-25T12:41:39","modified_gmt":"2026-02-25T12:41:39","slug":"normatividad-muros-suelo-reforzado-colombia-2","status":"publish","type":"post","link":"https:\/\/geomatrix.co\/en\/normatividad-muros-suelo-reforzado-colombia-2\/","title":{"rendered":"Reinforced Soil Wall Standards"},"content":{"rendered":"<p data-start=\"1005\" data-end=\"1203\">The <strong data-start=\"1009\" data-end=\"1055\">walls in soil reinforced with geosynthetics<\/strong> are widely used in road, rail and water infrastructure projects due to their technical and economic efficiency.<\/p>\n<p data-start=\"1205\" data-end=\"1361\">However, their design and construction must comply with a <strong data-start=\"1265\" data-end=\"1309\">regulations for reinforced soil walls<\/strong> that guarantees stability, safety and durability.<\/p>\n<p data-start=\"1363\" data-end=\"1525\">In this article we analyze the main guidelines applicable in Colombia, their relationship with international codes and the regulatory landscape in Latin America.<\/p>\n<p data-start=\"1363\" data-end=\"1525\">\n<img alt=\"Documentos t\u00e9cnicos FHWA sobre muros de tierra estabilizados\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7867 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-02-24-a-las-5.20.59%E2%80%AFp.m-300x126.jpg\" width=\"464\" height=\"195\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-02-24-a-las-5.20.59%E2%80%AFp.m-300x126.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-02-24-a-las-5.20.59%E2%80%AFp.m-768x322.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-02-24-a-las-5.20.59%E2%80%AFp.m-18x8.jpg 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-02-24-a-las-5.20.59%E2%80%AFp.m.jpg 1016w\" sizes=\"auto, (max-width: 464px) 100vw, 464px\"><\/p>\n<h1 data-start=\"1532\" data-end=\"1586\">Regulations for Reinforced Soil Walls in Colombia<\/h1>\n<h2 data-start=\"1588\" data-end=\"1630\">1\ufe0f\u20e3 INVIAS Technical Specifications<\/h2>\n<p data-start=\"1632\" data-end=\"1821\">He <strong data-start=\"1635\" data-end=\"1726\">Article 687 of the INVIAS General Specifications for Road Construction<\/strong> is the main normative document for road works incorporating reinforced soil walls.<\/p>\n<p data-start=\"1823\" data-end=\"1844\">This article regulates:<\/p>\n<ul data-start=\"1846\" data-end=\"2163\">\n<li data-start=\"1846\" data-end=\"1919\">\n<p data-start=\"1848\" data-end=\"1919\">Types of walls with geogrids, geotextiles or metal reinforcements.<\/p>\n<\/li>\n<li data-start=\"1920\" data-end=\"1968\">\n<p data-start=\"1922\" data-end=\"1968\">Minimum requirements for filler materials.<\/p>\n<\/li>\n<li data-start=\"1969\" data-end=\"2020\">\n<p data-start=\"1971\" data-end=\"2020\">Compaction criteria and quality control.<\/p>\n<\/li>\n<li data-start=\"2021\" data-end=\"2097\">\n<p data-start=\"2023\" data-end=\"2097\">Conditions for front facing, drainage and erosion protection.<\/p>\n<\/li>\n<li data-start=\"2098\" data-end=\"2163\">\n<p data-start=\"2100\" data-end=\"2163\">Construction guidelines and on-site acceptance criteria.<\/p>\n<\/li>\n<\/ul>\n<p data-start=\"2165\" data-end=\"2267\">It has a mandatory contractual nature in projects financed or executed under the INVIAS framework.<\/p>\n<h2 data-start=\"2274\" data-end=\"2318\">2\ufe0f\u20e3 CCP-14 - Colombian Code of Bridges<\/h2>\n<p data-start=\"2320\" data-end=\"2445\">He <strong data-start=\"2323\" data-end=\"2364\">CCP-14 (Colombian Bridge Code)<\/strong> is applicable to the design of reinforced soil walls when they are part of:<\/p>\n<ul data-start=\"2447\" data-end=\"2567\">\n<li data-start=\"2447\" data-end=\"2482\">\n<p data-start=\"2449\" data-end=\"2482\">Bridge access structures<\/p>\n<\/li>\n<li data-start=\"2483\" data-end=\"2504\">\n<p data-start=\"2485\" data-end=\"2504\">Abutment walls<\/p>\n<\/li>\n<li data-start=\"2505\" data-end=\"2567\">\n<p data-start=\"2507\" data-end=\"2567\">Containment works associated with major road infrastructure<\/p>\n<\/li>\n<\/ul>\n<p data-start=\"2569\" data-end=\"2634\">This code, conceptually aligned with AASHTO LRFD, states:<\/p>\n<ul data-start=\"2636\" data-end=\"2865\">\n<li data-start=\"2636\" data-end=\"2691\">\n<p data-start=\"2638\" data-end=\"2691\">Global, internal and external stability criteria.<\/p>\n<\/li>\n<li data-start=\"2692\" data-end=\"2761\">\n<p data-start=\"2694\" data-end=\"2761\">Consideration of permanent loads, traffic and seismic effects.<\/p>\n<\/li>\n<li data-start=\"2762\" data-end=\"2817\">\n<p data-start=\"2764\" data-end=\"2817\">Safety factors and geotechnical limit states.<\/p>\n<\/li>\n<li data-start=\"2818\" data-end=\"2865\">\n<p data-start=\"2820\" data-end=\"2865\">Soil-structure interaction requirements.<\/p>\n<\/li>\n<\/ul>\n<p data-start=\"2867\" data-end=\"3012\">In practice, CCP-14 is used as the structural and geotechnical design framework, while Article 687 regulates construction execution.<\/p>\n<h1 data-start=\"3019\" data-end=\"3063\">International References for MSE Walls<\/h1>\n<p data-start=\"3065\" data-end=\"3249\">Since Colombian regulations do not develop in detail the specific design of MSE (Mechanically Stabilized Earth) walls, it is common to complement with international references such as:<\/p>\n<ul data-start=\"3251\" data-end=\"3553\">\n<li data-start=\"3251\" data-end=\"3364\">\n<p data-start=\"3253\" data-end=\"3364\">FHWA-NHI-10-024: <em data-start=\"3270\" data-end=\"3361\">Design and Construction of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes<\/em>.<\/p>\n<\/li>\n<li data-start=\"3365\" data-end=\"3436\">\n<p data-start=\"3367\" data-end=\"3436\">AASHTO LRFD Bridge Design Specifications (containment chapters).<\/p>\n<\/li>\n<li data-start=\"3437\" data-end=\"3478\">\n<p data-start=\"3439\" data-end=\"3478\">ISO and ASTM standards for geosynthetics.<\/p>\n<\/li>\n<li data-start=\"3479\" data-end=\"3553\">\n<p data-start=\"3481\" data-end=\"3553\">Manufacturers' technical manuals, supported by calculation memories.<\/p>\n<\/li>\n<\/ul>\n<p data-start=\"3555\" data-end=\"3668\">These documents must conform to the requirements of CCP-14 and the project contract specifications.<\/p>\n<h1 data-start=\"3675\" data-end=\"3731\">Reinforced Floor Walls Regulations in Latin America<\/h1>\n<p data-start=\"3733\" data-end=\"3846\">Although regulation varies from country to country, there are common trends in the adoption of international standards.<\/p>\n<h3 data-start=\"3848\" data-end=\"3857\">Chili<\/h3>\n<p data-start=\"3858\" data-end=\"3957\">Applies the Highway Manual and INN standards, with emphasis on seismic design for high seismicity.<\/p>\n<h3 data-start=\"3959\" data-end=\"3969\">Mexico<\/h3>\n<p data-start=\"3970\" data-end=\"4109\">The SCT regulations and the Building Regulations establish parameters for retaining walls, considering dynamic loads and drainage.<\/p>\n<h3 data-start=\"4111\" data-end=\"4137\">Peru, Ecuador and Brazil<\/h3>\n<p data-start=\"4138\" data-end=\"4208\">Adopt AASHTO LRFD guidelines supplemented with local standards.<\/p>\n<p data-start=\"4138\" data-end=\"4208\"><img alt=\"Logo AASHTO asociaci\u00f3n transporte carreteras estadounidense\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7868 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/45462dqw-300x117.png\" width=\"369\" height=\"144\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/45462dqw-300x117.png 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/45462dqw-18x7.png 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/45462dqw.png 530w\" sizes=\"auto, (max-width: 369px) 100vw, 369px\"><\/p>\n<h1 data-start=\"4215\" data-end=\"4266\">Technical Recommendations for Regulatory Design<\/h1>\n<p data-start=\"4268\" data-end=\"4370\">To ensure compliance in the design of geosynthetic reinforced soil walls, it is recommended:<\/p>\n<p data-start=\"4372\" data-end=\"4686\">\u2714 Verify regulatory compatibility between local regulations and international standards.<br data-start=\"4464\" data-end=\"4467\" \/>\u2714 Incorporate seismic analysis in high hazard areas.<br data-start=\"4522\" data-end=\"4525\" \/>\u2714 Design efficient and redundant drainage systems.<br data-start=\"4580\" data-end=\"4583\" \/>\u2714 Implement quality control through soil testing and verification of geosynthetic reinforcement.<\/p>\n<h1 data-start=\"4693\" data-end=\"4705\">Conclusion<\/h1>\n<p data-start=\"4707\" data-end=\"4860\">The correct application of the <strong data-start=\"4736\" data-end=\"4780\">regulations for reinforced soil walls<\/strong> is essential to ensure structural stability and long-term performance.<\/p>\n<p data-start=\"4862\" data-end=\"5035\">In Colombia, Article 687 of INVIAS and the CCP-14 constitute the main framework, complemented by international standards such as <a href=\"https:\/\/regional.astm.org\/es\/standards\/aashto\">AASHTO and FHWA<\/a> for detailed design.<\/p>\n<p data-start=\"5037\" data-end=\"5140\">A comprehensive regulatory approach enables the development of safer, more efficient and technically sound walls.<\/p>","protected":false},"excerpt":{"rendered":"<p>Geosynthetic reinforced soil walls are widely used in road, railway and hydraulic infrastructure projects due to their technical and economic efficiency. However, their design and construction must comply with a reinforced soil wall standard that guarantees stability, safety and durability. In this article we analyze the main guidelines for...<\/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":"Conoce la normatividad aplicable a muros en suelo reforzado en Colombia: INVIAS, CCP-14 y referencias internacionales como AASHTO y FHWA.","_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":"Normatividad de Muros en Suelo Reforzado","_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-7869","post","type-post","status-publish","format-standard","hentry","category-todas"],"_links":{"self":[{"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/posts\/7869","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=7869"}],"version-history":[{"count":0,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/posts\/7869\/revisions"}],"wp:attachment":[{"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/media?parent=7869"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/categories?post=7869"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/tags?post=7869"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}