{"id":6543,"date":"2024-10-08T20:25:27","date_gmt":"2024-10-08T20:25:27","guid":{"rendered":"https:\/\/geomatrix.co\/?p=6543"},"modified":"2024-10-08T20:25:27","modified_gmt":"2024-10-08T20:25:27","slug":"muros-de-suelo-reforzado-casos-de-exito-y-aplicaciones","status":"publish","type":"post","link":"https:\/\/geomatrix.co\/en\/muros-de-suelo-reforzado-casos-de-exito-y-aplicaciones\/","title":{"rendered":"Reinforced Floor Walls: Success Stories and Applications"},"content":{"rendered":"<p><span style=\"font-family: helvetica, arial, sans-serif;\">In modern civil engineering, the construction of retaining walls with reinforced soil has become an efficient and economical solution to stabilize land and build robust infrastructure. In this article, we will explore emblematic cases of completed projects and their positive impact on local infrastructure.<\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif; font-size: 18pt;\"><strong>Project 1: Oil platform in Cira Infantas<\/strong><\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif; font-size: 14pt;\"><strong>Context and Challenges<\/strong><\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif;\">The first project is located in the Cira Infantas oil field in Barrancabermeja, Santander. The main objective was to repower platform 33-26 by drilling new oil wells, which required the construction of a reliable and low-cost mid-slope retaining wall.<\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif; font-size: 14pt;\"><strong>Proposed Solution<\/strong><\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif;\">Initially, the formation of an embankment using gabion walls was proposed. However, this solution did not offer the necessary stability or efficient construction performance due to the lack of suitable material in the vicinity. The final proposal was the construction of a soil retaining wall reinforced with geogrids, using the material from the cut, achieving variable heights between 2.5 and 18.5 meters.<\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif; font-size: 14pt;\"><strong>Project execution<\/strong><\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif;\">The construction of the wall was completed in three months, working in collaboration with Occidental Andina and Ecopetrol. High-strength geogrids were used (reference 50, 100 and 165 kN\/m), which allowed the industrialization of the construction process. In addition, an advanced subdrainage system was implemented with PERMADRAIN 450 geodrain to keep the backfill dry and manage its high sensitivity to humidity changes.<\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif; font-size: 14pt;\"><strong>Results<\/strong><\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif;\">The reinforced soil wall not only provided the necessary structural stability for the platform, but was also completed in record time, ensuring a durable and robust infrastructure that also brought great benefits in terms of reduced volumes of excavation material and transportation to the site.<\/span><\/p>\n<p><img alt=\"Construcci\u00f3n de muros de contenci\u00f3n con suelo reforzado\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-6544  aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/download_image_1711989723474-scaled.jpg\" width=\"951\" height=\"462\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/download_image_1711989723474-scaled.jpg 1920w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/download_image_1711989723474-768x373.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/download_image_1711989723474-300x146.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/download_image_1711989723474-1024x498.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/download_image_1711989723474-1536x747.jpg 1536w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/download_image_1711989723474-2048x996.jpg 2048w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/download_image_1711989723474-18x9.jpg 18w\" sizes=\"auto, (max-width: 951px) 100vw, 951px\"><\/p>\n<p>&nbsp;<\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif; font-size: 18pt;\"><strong>Project 2: Hillside Stabilization in Sevilla, Valle del Cauca<\/strong><\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif; font-size: 14pt;\"><strong>Context and Challenges<\/strong><\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif;\">The second project was developed in Sevilla, a municipality in Valle del Cauca, where the instability of a hillside in the sector known as La Cristalina affected the road that connects with the town of La Uribe and the road that leads to the sector known as La Milonga. The landslide was associated with the high rainfall that occurred during the winter season of December 2011, which saturated the soil. The Governor's Office of Valle del Cauca, in view of the obvious urgency that was generated, sought a solution that would guarantee long-term safety.<\/span><\/p>\n<p><span style=\"font-size: 14pt; font-family: helvetica, arial, sans-serif;\"><strong>Proposed Solution<\/strong><\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif;\">The construction of a reinforced soil retaining wall was proposed on the landslide leg on the edge of the road, with a uniform height of 18 meters, which included the construction of a surface water collection and management system, as well as a land subdrainage system and erosion control works on the gully of the landslide.<\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif; font-size: 14pt;\"><strong>Project execution<\/strong><\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif;\">The construction time of the wall was 10 months, during which work was carried out with high-strength polyester geogrids and combined subdrainage systems. The wall was located to function as a retaining structure to ensure the safety of road users, working as a stabilizing mass by counterweight stabilizing the slope.<\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif; font-size: 14pt;\"><strong>Results<\/strong><\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif; font-size: 12pt;\">The work constituted a definitive solution to the instability problem, guaranteeing the safety of the intermunicipal road. In addition, the hillside was revitalized in a natural way, with the vegetation of the site gradually covering the surface resulting from the landslide and the facade of the wall, integrating harmoniously with the surroundings.<\/span><\/p>\n<p><img alt=\"Construcci\u00f3n de muros de contenci\u00f3n con suelo reforzado\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-6545  aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/muro-suelo-reforzado-blog-scaled.jpg\" width=\"893\" height=\"601\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/muro-suelo-reforzado-blog-scaled.jpg 1920w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/muro-suelo-reforzado-blog-1536x1032.jpg 1536w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/muro-suelo-reforzado-blog-300x202.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/muro-suelo-reforzado-blog-768x516.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/muro-suelo-reforzado-blog-1024x688.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/muro-suelo-reforzado-blog-2048x1377.jpg 2048w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/muro-suelo-reforzado-blog-18x12.jpg 18w\" sizes=\"auto, (max-width: 893px) 100vw, 893px\"><\/p>\n<p><span style=\"font-size: 18pt; font-family: helvetica, arial, sans-serif;\"><strong>Applications in Latin America<\/strong><\/span><\/p>\n<p><span style=\"font-size: 14pt; font-family: helvetica, arial, sans-serif;\"><strong>Costa Rica, Ecuador and Panama<\/strong><\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif;\">The experience acquired in Colombia has been replicated in other Latin American countries. In Costa Rica, a 16.5 meter temporary wall was built for a crossing between the provinces of San Jos\u00e9 and Heredia. In Ecuador, two electrical substations were built in Guayas and a major stabilization in Cuenca, using embankments and reinforced soil retaining walls. In Nicaragua, bench loss problems were solved by means of reinforced soil retaining walls associated with the damage caused by Hurricane Iota in the Telpaneca sector, and in Panama City, a retaining wall was built as an approach ramp to bridges on the Cinta Costera, demonstrating the versatility and effectiveness of this technology.<\/span><\/p>\n<p><img alt=\"Construcci\u00f3n de muros de contenci\u00f3n con suelo reforzado\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-6546  aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/WhatsApp-Image-2023-03-23-at-3.46.21-PM.jpeg\" width=\"892\" height=\"594\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/WhatsApp-Image-2023-03-23-at-3.46.21-PM.jpeg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/WhatsApp-Image-2023-03-23-at-3.46.21-PM-300x200.jpeg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/WhatsApp-Image-2023-03-23-at-3.46.21-PM-768x512.jpeg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/WhatsApp-Image-2023-03-23-at-3.46.21-PM-18x12.jpeg 18w\" sizes=\"auto, (max-width: 892px) 100vw, 892px\"><\/p>\n<p><img alt=\"Construcci\u00f3n de muros de contenci\u00f3n con suelo reforzado\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-6547  aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/IMG_7361-1-scaled.jpg\" width=\"886\" height=\"665\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/IMG_7361-1-scaled.jpg 1920w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/IMG_7361-1-300x225.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/IMG_7361-1-768x576.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/IMG_7361-1-1024x768.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/IMG_7361-1-1536x1152.jpg 1536w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/IMG_7361-1-2048x1536.jpg 2048w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/IMG_7361-1-16x12.jpg 16w\" sizes=\"auto, (max-width: 886px) 100vw, 886px\"><\/p>\n<p><img alt=\"Construcci\u00f3n de muros de contenci\u00f3n con suelo reforzado\" loading=\"lazy\" decoding=\"async\" class=\"wp-image-6548  aligncenter\" src=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/MURO-EN-SUELO-REFORZADO-BODEGAS-DE-SUPER-PISOS-MANANITAS-02-scaled.jpg\" width=\"880\" height=\"660\" srcset=\"https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/MURO-EN-SUELO-REFORZADO-BODEGAS-DE-SUPER-PISOS-MANANITAS-02-scaled.jpg 1920w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/MURO-EN-SUELO-REFORZADO-BODEGAS-DE-SUPER-PISOS-MANANITAS-02-300x225.jpg 300w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/MURO-EN-SUELO-REFORZADO-BODEGAS-DE-SUPER-PISOS-MANANITAS-02-768x576.jpg 768w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/MURO-EN-SUELO-REFORZADO-BODEGAS-DE-SUPER-PISOS-MANANITAS-02-1024x768.jpg 1024w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/MURO-EN-SUELO-REFORZADO-BODEGAS-DE-SUPER-PISOS-MANANITAS-02-1536x1152.jpg 1536w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/MURO-EN-SUELO-REFORZADO-BODEGAS-DE-SUPER-PISOS-MANANITAS-02-2048x1536.jpg 2048w, https:\/\/geomatrix.sfo2.cdn.digitaloceanspaces.com\/web\/MURO-EN-SUELO-REFORZADO-BODEGAS-DE-SUPER-PISOS-MANANITAS-02-16x12.jpg 16w\" sizes=\"auto, (max-width: 880px) 100vw, 880px\"><\/p>\n<p>&nbsp;<\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif; font-size: 18pt;\"><strong>Conclusion<\/strong><\/span><\/p>\n<p><span style=\"font-family: helvetica, arial, sans-serif;\">Reinforced soil wall projects have not only proven to be effective and economical solutions, but have also provided important lessons learned and experiences that are being applied throughout Latin America. These robust infrastructures not only ensure the stability of the constructions, but also integrate respectfully with the environment, offering durability and efficiency in each project. <span style=\"color: #ffffff;\">Construction of retaining walls with reinforced soil<\/span><\/span><\/p>","protected":false},"excerpt":{"rendered":"<p>In modern civil engineering, the construction of retaining walls with reinforced soil has become an efficient and economical solution to stabilize land and build robust infrastructure. In this article, we will explore emblematic cases of completed projects and their positive impact on local infrastructure. 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