{"id":7992,"date":"2026-05-05T19:45:19","date_gmt":"2026-05-05T19:45:19","guid":{"rendered":"https:\/\/geomatrix.co\/?p=7992"},"modified":"2026-05-05T19:45:27","modified_gmt":"2026-05-05T19:45:27","slug":"geomallas-capas-granulares-pavimento","status":"publish","type":"post","link":"https:\/\/geomatrix.co\/en\/geomallas-capas-granulares-pavimento\/","title":{"rendered":"Biaxial Geogrids in Pavements"},"content":{"rendered":"<h2 data-section-id=\"1rrpmiv\" data-start=\"658\" data-end=\"737\"><strong>How do biaxial geogrids work in granular layers of a pavement?<\/strong><\/h2>\n<p>Biaxial geogrids in granular layers of a pavement are a key solution to improve the structural performance of roads. In the world of pavements, there are solutions that go unnoticed by those who are not on site, but that make a huge difference in pavement performance. Biaxial geogrids are one of them (see Figure 1).<\/p>\n<p data-start=\"954\" data-end=\"1268\"><img alt=\"Geomalla biaxial en capa de subbase granular de carretera\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7993 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.10.33-p.m-300x173.jpg\" width=\"492\" height=\"284\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.10.33-p.m-300x173.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.10.33-p.m-1024x590.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.10.33-p.m-768x442.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.10.33-p.m-18x10.jpg 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.10.33-p.m.jpg 1156w\" sizes=\"auto, (max-width: 492px) 100vw, 492px\">They perform the function of distributing traffic loads to the natural soil. However, when the material does not have sufficient stiffness or the supporting soil is weak, deformations appear: rutting, differential settlement and loss of structural capacity. This occurs mainly due to the lateral displacement of the aggregates under cyclic loading and the lack of effective confinement within the layer, as shown in Figures 2 and 3.<\/p>\n<p data-start=\"954\" data-end=\"1268\"><img alt=\"Comparaci\u00f3n distribuci\u00f3n estr\u00e9s neum\u00e1tico suelo reforzado geomalla\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7995 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.12.06-p.m-300x152.jpg\" width=\"517\" height=\"262\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.12.06-p.m-300x152.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.12.06-p.m-1024x519.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.12.06-p.m-768x389.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.12.06-p.m-18x9.jpg 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.12.06-p.m.jpg 1156w\" sizes=\"auto, (max-width: 517px) 100vw, 517px\"><\/p>\n<h2 data-section-id=\"xv2bn2\" data-start=\"1427\" data-end=\"1507\"><strong>Performance of biaxial geogrids in granular pavement layers<\/strong><\/h2>\n<p data-start=\"1509\" data-end=\"1759\">They are polymeric structures with regular openings as shown in Figure 4, designed to work in two main directions. Their function is not \u201cload bearing\u201d as such, but to interact with the granular material.<img alt=\"Detalle de geomalla biaxial tejida de poli\u00e9ster en blanco y negro\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7996 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.19.47-p.m-300x300.jpg\" width=\"416\" height=\"416\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.19.47-p.m-300x300.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.19.47-p.m-150x150.jpg 150w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.19.47-p.m-12x12.jpg 12w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.19.47-p.m.jpg 742w\" sizes=\"auto, (max-width: 416px) 100vw, 416px\"><\/p>\n<p data-start=\"1822\" data-end=\"2092\">The interaction is caused by the confinement of the geogrid between granular layers, which results in the occurrence of two key phenomena: the entrapment of soil particles in the geogrid openings and the friction that develops on its ribs or belts.<\/p>\n<p data-start=\"2094\" data-end=\"2266\">Clogging occurs when aggregates penetrate the openings of the geogrid, generating a kind of \u201canchorage\u201d that limits the lateral movement of the particles.<\/p>\n<p data-start=\"2094\" data-end=\"2266\"><strong data-start=\"2268\" data-end=\"2379\">The <a href=\"https:\/\/geomatrix.co\/en\/fortgrid-bx\/\">biaxial geogrids<\/a> in granular layers of a pavement reduce the lateral displacement of the material.<\/strong><\/p>\n<p data-start=\"2381\" data-end=\"2493\"><img alt=\"Diagrama t\u00e9cnico de restricci\u00f3n desplazamiento lateral geomalla\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7997 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.23.21-p.m-300x153.png\" width=\"490\" height=\"250\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.23.21-p.m-300x153.png 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.23.21-p.m-1024x521.png 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.23.21-p.m-768x391.png 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.23.21-p.m-18x9.png 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.23.21-p.m.png 1100w\" sizes=\"auto, (max-width: 490px) 100vw, 490px\"><\/p>\n<p data-start=\"2495\" data-end=\"2693\">This interaction causes the tensile strength of the geogrid to be transferred in both directions to the soil mass, increasing its shear strength and consequently stiffening the layer.<\/p>\n<p data-start=\"2695\" data-end=\"2908\">In woven geogrids, an additional contribution is achieved by friction transfer between granular material and the geogrid ribs, given the width of the ribs, as shown in Figure 6.<\/p>\n<p data-start=\"1481\" data-end=\"1577\"><img alt=\"Diagrama fuerzas fricci\u00f3n part\u00edculas suelo geomalla\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-7999 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.24.44-p.m-300x150.png\" width=\"506\" height=\"253\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.24.44-p.m-300x150.png 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.24.44-p.m-1024x513.png 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.24.44-p.m-768x385.png 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.24.44-p.m-18x9.png 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.24.44-p.m.png 1174w\" sizes=\"auto, (max-width: 506px) 100vw, 506px\"><\/p>\n<h2 data-start=\"3137\" data-end=\"3231\"><strong>Advantages of using biaxial geogrids<\/strong><\/h2>\n<p data-start=\"3137\" data-end=\"3231\">The use of biaxial geogrids in a pavement structure brings concrete advantages such as:<\/p>\n<p data-start=\"3233\" data-end=\"3442\">- Reduction of the required thickness in unbound granular layers.<br data-start=\"3298\" data-end=\"3301\" \/>- Longer service life.<br data-start=\"3319\" data-end=\"3322\" \/>- Lower maintenance associated with lower deformations.<br data-start=\"3381\" data-end=\"3384\" \/>- Improved performance of the structure on soft soils.<\/p>\n<p data-start=\"3444\" data-end=\"3924\">In many projects, this translates into savings in materials, reduction of transportation costs and mitigation of negative environmental impact, especially in areas where good quality aggregate is scarce. A clear example of the use of this type of geogrid can be seen in the photograph below, which shows the installation of a woven polyester biaxial geogrid to reinforce and stiffen a granular layer in a port project.<\/p>\n<p data-start=\"3444\" data-end=\"3924\"><img alt=\"Instalaci\u00f3n de geomalla en obra portuaria con maquinaria amarilla\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-8000 aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.25.51-p.m-300x205.jpg\" width=\"488\" height=\"334\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.25.51-p.m-300x205.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.25.51-p.m-1024x700.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.25.51-p.m-768x525.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.25.51-p.m-18x12.jpg 18w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/Captura-de-pantalla-2026-05-05-a-las-12.25.51-p.m.jpg 1174w\" sizes=\"auto, (max-width: 488px) 100vw, 488px\"><\/p>\n<p data-start=\"4024\" data-end=\"4690\">In summary, the incorporation of biaxial geogrids in granular layers constitutes an efficient mechanical improvement strategy.<br \/>\nThis is based on soil-reinforcement interaction. Through the mechanism of interlocking and friction, the composite stiffness of the system is increased and the distribution of stresses induced by repeated loads is optimized. This effect translates into a reduction of permanent deformations, a better control of rutting and a greater structural stability of the system. <a href=\"https:\/\/www.invias.gov.co\">pavement<\/a> which not only improves long-term performance, but also enables more technically, economically and environmentally efficient designs.<\/p>","protected":false},"excerpt":{"rendered":"<p>How do biaxial geogrids work in granular pavement layers? Biaxial geogrids in granular pavement layers are a key solution for improving the structural performance of roads. In the world of pavements, there are solutions that go unnoticed for those who are not on site, but that make a huge difference...<\/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":"Las geomallas biaxiales en capas granulares de un pavimento mejoran la rigidez, reducen deformaciones y optimizan el desempe\u00f1o estructural.","_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":"geomallas biaxiales en capas granulares","_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-7992","post","type-post","status-publish","format-standard","hentry","category-todas"],"_links":{"self":[{"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/posts\/7992","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=7992"}],"version-history":[{"count":0,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/posts\/7992\/revisions"}],"wp:attachment":[{"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/media?parent=7992"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/categories?post=7992"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/geomatrix.co\/en\/wp-json\/wp\/v2\/tags?post=7992"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}