{"id":7815,"date":"2026-01-14T22:06:19","date_gmt":"2026-01-14T22:06:19","guid":{"rendered":"https:\/\/geomatrix.co\/?p=7815"},"modified":"2026-01-14T22:06:36","modified_gmt":"2026-01-14T22:06:36","slug":"muros-suelo-reforzado-zonas-inundacion","status":"publish","type":"post","link":"https:\/\/geomatrix.co\/en\/muros-suelo-reforzado-zonas-inundacion\/","title":{"rendered":"Reinforced soil walls in areas with flooding potential"},"content":{"rendered":"<p data-start=\"897\" data-end=\"1266\">The <strong data-start=\"901\" data-end=\"966\">walls in reinforced soil in areas with flooding potential<\/strong> are a widely used solution in road, urban and hydraulic infrastructure projects. However, when these walls are located in areas with high water tables or flood risk, the design must incorporate more demanding hydraulic, geotechnical and durability criteria.<\/p>\n<p data-start=\"1268\" data-end=\"1410\">Here are five fundamental tips for the design and construction of reinforced soil walls under flood conditions.<\/p>\n<p data-start=\"1268\" data-end=\"1410\"><img alt=\"Diques de hormig\u00f3n protegen costa rocosa contra oleaje marino\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7816 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/55959-300x170.png\" width=\"441\" height=\"250\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/55959-300x170.png 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/55959-18x10.png 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/55959.png 502w\" sizes=\"auto, (max-width: 441px) 100vw, 441px\"><\/p>\n<h2 data-start=\"1417\" data-end=\"1464\">Efficient and redundant drainage system<\/h2>\n<p data-start=\"1466\" data-end=\"1671\">Water increases the thrusts and reduces the resistance of the soil, increasing the deformability of the soil-geosynthetic assembly. Therefore, it is essential to design a robust drainage system that includes:<\/p>\n<ul data-start=\"1673\" data-end=\"1980\">\n<li data-start=\"1673\" data-end=\"1714\">\n<p data-start=\"1675\" data-end=\"1714\">Drainage layers with granular material<\/p>\n<\/li>\n<li data-start=\"1715\" data-end=\"1780\">\n<p data-start=\"1717\" data-end=\"1780\">Use of draining granular material in the formation of the wall.<\/p>\n<\/li>\n<li data-start=\"1781\" data-end=\"1898\">\n<p data-start=\"1783\" data-end=\"1898\">Perforated pipes protected with <strong data-start=\"1818\" data-end=\"1840\">FORTEX geotextiles<\/strong>, which act as filters, preventing the migration of fines<\/p>\n<\/li>\n<li data-start=\"1899\" data-end=\"1980\">\n<p data-start=\"1901\" data-end=\"1980\">Redundant drains to ensure operation during extreme events.<\/p>\n<\/li>\n<\/ul>\n<p><img alt=\"Excavadora colocando tuber\u00eda de drenaje en obra de construcci\u00f3n\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7817 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/5151235512-300x207.png\" width=\"416\" height=\"287\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/5151235512-300x207.png 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/5151235512-18x12.png 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/5151235512.png 508w\" sizes=\"auto, (max-width: 416px) 100vw, 416px\"><\/p>\n<h2 data-start=\"1987\" data-end=\"2038\">2. Proper selection of geotextiles and geogrids<\/h2>\n<p data-start=\"2040\" data-end=\"2201\">In <strong data-start=\"2043\" data-end=\"2108\">walls in reinforced soil in areas with flooding potential<\/strong>, The reinforcements must retain their mechanical properties even under prolonged saturation.<\/p>\n<ul data-start=\"2203\" data-end=\"2526\">\n<li data-start=\"2203\" data-end=\"2354\">\n<p data-start=\"2205\" data-end=\"2354\">The <strong data-start=\"2209\" data-end=\"2231\">FORTEX geotextiles<\/strong> offer high permittivity and permeability, reducing pore pressures and ensuring durability in humid environments<\/p>\n<\/li>\n<li data-start=\"2355\" data-end=\"2526\">\n<p data-start=\"2357\" data-end=\"2526\">The <strong data-start=\"2361\" data-end=\"2383\">FORTGRID geogrids<\/strong> provide high tensile strength and excellent soil-reinforcement interaction, making them ideal for walls subjected to hydraulic loads.<\/p>\n<\/li>\n<\/ul>\n<p><img alt=\"Valla de protecci\u00f3n negra en terreno industrial con f\u00e1brica al fondo\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7818 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/546546-300x193.png\" width=\"459\" height=\"295\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/546546-300x193.png 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/546546-18x12.png 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/546546.png 600w\" sizes=\"auto, (max-width: 459px) 100vw, 459px\"><\/p>\n<h2 data-start=\"2533\" data-end=\"2577\">3. Erosion and scour protection<\/h2>\n<p data-start=\"2579\" data-end=\"2718\">During flood events, the velocity of the flow can generate scour at the base of the wall. To mitigate this risk it is recommended:<\/p>\n<ul data-start=\"2720\" data-end=\"3023\">\n<li data-start=\"2720\" data-end=\"2784\">\n<p data-start=\"2722\" data-end=\"2784\">Protect the footing of the wall with draining mats or mattresses.<\/p>\n<\/li>\n<li data-start=\"2785\" data-end=\"2847\">\n<p data-start=\"2787\" data-end=\"2847\">Consider adequate embedment in the natural terrain.<\/p>\n<\/li>\n<li data-start=\"2848\" data-end=\"2944\">\n<p data-start=\"2850\" data-end=\"2944\">Use <strong data-start=\"2859\" data-end=\"2881\">FORTEX geotextiles<\/strong> as a separating layer to avoid the loss of fine material<\/p>\n<\/li>\n<li data-start=\"2945\" data-end=\"3023\">Evaluate the maximum flood level and expected flow velocities.<\/li>\n<\/ul>\n<p><img alt=\"Barco de carga encallado en r\u00edo con agua marr\u00f3n\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7819 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/2515-300x174.png\" width=\"471\" height=\"273\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/2515-300x174.png 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/2515-18x10.png 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/2515.png 586w\" sizes=\"auto, (max-width: 471px) 100vw, 471px\"><\/p>\n<h2 data-start=\"3030\" data-end=\"3075\">4. Analysis of the wall in saturated condition<\/h2>\n<p data-start=\"3077\" data-end=\"3158\">The design should contemplate critical scenarios associated with saturation, including:<\/p>\n<ul data-start=\"3160\" data-end=\"3376\">\n<li data-start=\"3160\" data-end=\"3198\">\n<p data-start=\"3162\" data-end=\"3198\">Active thrusts with saturated soil<\/p>\n<\/li>\n<li data-start=\"3199\" data-end=\"3252\">\n<p data-start=\"3201\" data-end=\"3252\">Reduction of soil resistance parameters<\/p>\n<\/li>\n<li data-start=\"3253\" data-end=\"3376\">\n<p data-start=\"3255\" data-end=\"3376\">Verification of internal, external and global stability, taking into consideration the structural contribution of the <strong data-start=\"3352\" data-end=\"3374\">FORTGRID geogrids<\/strong><\/p>\n<\/li>\n<\/ul>\n<p data-start=\"3378\" data-end=\"3476\">This analysis is key to ensure the safety of the wall during extreme hydraulic events.<\/p>\n<h2 data-start=\"3483\" data-end=\"3535\">5. Design of the facing with hydraulic criteria<\/h2>\n<p data-start=\"3537\" data-end=\"3635\">The wall facing should facilitate the dissipation and evacuation of water. For this purpose it is recommended:<\/p>\n<ul data-start=\"3637\" data-end=\"3878\">\n<li data-start=\"3637\" data-end=\"3689\">\n<p data-start=\"3639\" data-end=\"3689\">Use modular systems with drainage joints<\/p>\n<\/li>\n<li data-start=\"3690\" data-end=\"3774\">\n<p data-start=\"3692\" data-end=\"3774\">Incorporate <strong data-start=\"3703\" data-end=\"3725\">geotextiles <a href=\"https:\/\/geomatrix.co\/en\/fortex\/\">FORTEX<\/a><\/strong> behind the facing to facilitate drainage<\/p>\n<\/li>\n<li data-start=\"3775\" data-end=\"3878\">\n<p data-start=\"3777\" data-end=\"3878\">Design the facing to resist the impact of floating elements transported by the current.<\/p>\n<\/li>\n<\/ul>\n<p data-start=\"3378\" data-end=\"3476\"><img alt=\"Muro de contenci\u00f3n de hormig\u00f3n junto a lecho de r\u00edo seco\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7820 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/5151454-300x193.png\" width=\"508\" height=\"327\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/5151454-300x193.png 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/5151454-18x12.png 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/5151454.png 574w\" sizes=\"auto, (max-width: 508px) 100vw, 508px\"><\/p>\n<h2 data-start=\"3885\" data-end=\"3898\">Conclusion<\/h2>\n<p data-start=\"3900\" data-end=\"4154\">The <strong data-start=\"3904\" data-end=\"3969\">walls in reinforced soil in areas with flooding potential<\/strong> can perform safely and efficiently if they are integrated from the design stage. <strong data-start=\"4059\" data-end=\"4081\">FORTEX geotextiles<\/strong>, <strong data-start=\"4083\" data-end=\"4105\">FORTGRID geogrids<\/strong> and appropriate hydraulic and geotechnical criteria.<\/p>\n<p data-start=\"4156\" data-end=\"4290\">A preventive approach ensures greater stability, durability and long-term safety, even in demanding hydraulic scenarios.<\/p>","protected":false},"excerpt":{"rendered":"<p>Reinforced soil walls in areas with flood potential are a widely used solution in road, urban and hydraulic infrastructure projects. However, when these walls are located in areas with high water tables or flood risk, the design must incorporate more demanding hydraulic, geotechnical and durability criteria. The following...<\/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 5 tips clave para el dise\u00f1o de muros en suelo reforzado en zonas con potencial de inundaci\u00f3n en hidr\u00e1ulica.","_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":"muros en suelo reforzado en zonas con potencial de inundaci\u00f3n","_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-7815","post","type-post","status-publish","format-standard","hentry","category-todas"],"_links":{"self":[{"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/posts\/7815","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=7815"}],"version-history":[{"count":0,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/posts\/7815\/revisions"}],"wp:attachment":[{"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/media?parent=7815"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/categories?post=7815"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/tags?post=7815"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}