{"id":20373,"date":"2023-06-23T12:25:35","date_gmt":"2023-06-23T10:25:35","guid":{"rendered":"https:\/\/maccaferri-stage.softecspa.it\/in\/success-stories\/slope-stabilisation-bottom-wall-of-the-promont-housing-project\/"},"modified":"2024-01-24T17:20:36","modified_gmt":"2024-01-24T16:20:36","slug":"slope-stabilisation-bottom-wall-of-the-promont-housing-project","status":"publish","type":"stories","link":"https:\/\/maccaferri-stage.softecspa.it\/in\/success-stories\/slope-stabilisation-bottom-wall-of-the-promont-housing-project\/","title":{"rendered":"SLOPE STABILISATION- BOTTOM WALL OF \u2018THE PROMONT\u2019 HOUSING PROJECT"},"content":{"rendered":"<div class=\"container-full text-bocolor-block-white\">\n        <div class=\"row\">\n        <div class=\"col-12\">\n            <div class=\"container box-container\">\n                <div class=\"row\">\n                    <div class=\"col-12\">\n                        <h3>Problem<\/h3>\n                    <\/div>\n                <\/div>\n            <\/div>\n        <\/div>    \n    <\/div>\n        <div class=\"row\">\n        <div class=\"col-12\">\n            <div class=\"container box-container\">\n                <div class=\"row\">\n                    <div class=\"col-12 content\">\n                        <p> \u2018The Promont\u2019 housing complex has been planned over a hilltop in Banashankari Stage III area of Bangalore. The hill slope strata is of predominantly rock (Granite). However, at certain locations, highly weathered Charnockite is also present making slope stabilization works essential. Various stabilization\/retention structures namely, Top wall, Bottom wall, Access Ramp retaining wall, wall near CDP road etc are constructed as a part of external works of project. The cut height for bottom wall varies from 4 to 10m.<\/p>\n                    <\/div>\n                <\/div>\n            <\/div>\n        <\/div>\n    <\/div>\n    <\/div>\n<div class=\"container-full text-bocolor-block-green\">\n        <div class=\"row\">\n        <div class=\"col-12\">\n            <div class=\"container box-container\">\n                <div class=\"row\">\n                    <div class=\"col-12\">\n                        <h3>Solution<\/h3>\n                    <\/div>\n                <\/div>\n            <\/div>\n        <\/div>    \n    <\/div>\n        <div class=\"row\">\n        <div class=\"col-12\">\n            <div class=\"container box-container\">\n                <div class=\"row\">\n                    <div class=\"col-12 content\">\n                        <p>The solution comprised of nailing (HYSD bars of  25mm dia) with Gabion facia of width 2m. The Gabion facia units had H-frame arrangement at the rear end. The nail lengths are of approx.6m long with min. drill hole dia. of 75mm. Wider Gabion units were used for closing wall and Paralink layers were used in isolated locations based on requirements for strengthening.   Gabion facia gives uniform facing which is aesthetically pleasing and environmental friendly. Gabion  facia   element   offers   flexible   surface   reinforcement   and   protection  to  the  slope  surface  and  allows  free  drainage  of  the insitu strata. The design of nails in nailing with gabion facia system is done with SLIDE software.  Top 1m high planter units (Gabion units lined with non woven geotextile and BioMac filled with soil on top two-third of the height) were installed throughout the stretch length for vegetation (in consultation with local horticulturist). Suitable drainage measures were additionally adopted.<\/p>\n                    <\/div>\n                <\/div>\n            <\/div>\n        <\/div>\n    <\/div>\n    <\/div><div class=\"wp-block-mac-container-block box-container\"><div class=\"container\"><h2>Used Products<\/h2><div class=\"row\"><\/div><\/div><\/div>","protected":false},"excerpt":{"rendered":"<p>The solution comprised of nailing (HYSD bars of  25mm dia) with Gabion facia of width 2m. The Gabion facia units had H-frame arrangement at the rear e<\/p>\n","protected":false},"featured_media":8056,"parent":0,"menu_order":0,"template":"","stories-category":[],"stories-tag":[],"class_list":["post-20373","stories","type-stories","status-publish","has-post-thumbnail","hentry"],"acf":{"products":null,"applications":null,"solutions":null,"sectors":null},"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v27.0 (Yoast SEO v27.0) - https:\/\/yoast.com\/product\/yoast-seo-premium-wordpress\/ -->\n<title>SLOPE STABILISATION- BOTTOM WALL OF \u2018THE PROMONT\u2019 HOUSING PROJECT - Maccaferri India<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/maccaferri-stage.softecspa.it\/in\/success-stories\/slope-stabilisation-bottom-wall-of-the-promont-housing-project\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"SLOPE STABILISATION- BOTTOM WALL OF \u2018THE PROMONT\u2019 HOUSING PROJECT - Maccaferri India\" \/>\n<meta property=\"og:description\" content=\"The solution comprised of nailing (HYSD bars of 25mm dia) with Gabion facia of width 2m. 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