{"id":57465,"date":"2023-09-20T15:38:45","date_gmt":"2023-09-20T13:38:45","guid":{"rendered":"https:\/\/maccaferri-stage.softecspa.it\/br\/casos-de-sucesso\/prestons-road-flyover\/"},"modified":"2024-11-13T12:57:29","modified_gmt":"2024-11-13T11:57:29","slug":"prestons-road-flyover","status":"publish","type":"stories","link":"https:\/\/maccaferri-stage.softecspa.it\/br\/casos-de-sucesso\/prestons-road-flyover\/","title":{"rendered":"PRESTONS ROAD FLYOVER"},"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>The Prestons Road Flyover carries the East India Dock Link&nbsp;&nbsp;highway over a grade-separated junction built over the line &nbsp;&nbsp;of the Blackwall Tunnel. The line of the highway lies &nbsp;&nbsp;between the cast-iron lined, bored tunnel and the brick-built &nbsp;&nbsp;cut-and-cover approaches. Potential differential movement &nbsp;&nbsp;of the tunnel due to surcharge loading at that point was &nbsp;&nbsp;unacceptable.&nbsp;<\/p>\n<p>The typical geology of the London Docklands comprises a &nbsp;&nbsp;variable depth of made ground overlying compressible &nbsp;&nbsp;alluvial materials which in turn overlie the London Clay. The &nbsp;&nbsp;design challenge was increased by the constraints of the &nbsp;&nbsp;grade separation geometry and the proximity of an elevated &nbsp;&nbsp;section of the Docklands Light Railway.&nbsp;&nbsp;<\/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 avoidance of surcharge on the tunnel and the potential&nbsp;&nbsp;for differential movement were resolved by supporting the &nbsp;&nbsp;approach ramps on piles. The embankment loads were &nbsp;&nbsp;transferred from the ramp fill to the piles by a granular &nbsp;&nbsp;mattress reinforced with high-strength Paralink geosynthetic &nbsp;&nbsp;reinforcing materials.&nbsp;<\/p>\n<p>Additional economy was achieved by the use of lightweight &nbsp;&nbsp;pulverised fuel ash as the fill material. The durability of &nbsp;&nbsp;Paralink in these chemically aggressive conditions made it &nbsp;&nbsp;an obvious choice for the application.<\/p>\n<p>&nbsp;&nbsp;<\/p>\n                    <\/div>\n                <\/div>\n            <\/div>\n        <\/div>\n    <\/div>\n    <\/div><!--usedproducts-->","protected":false},"excerpt":{"rendered":"<p>The avoidance of surcharge on the tunnel and the potential&nbsp;&nbsp;for differential movement were resolved by supporting the &nbsp;&nbsp;approach r<\/p>\n","protected":false},"featured_media":56403,"parent":0,"menu_order":0,"template":"","stories-category":[],"stories-tag":[],"class_list":["post-57465","stories","type-stories","status-publish","has-post-thumbnail","hentry"],"acf":{"products":null,"applications":[61129],"solutions":[61194],"sectors":[61114]},"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>PRESTONS ROAD FLYOVER - Maccaferri Brasil<\/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\/br\/casos-de-sucesso\/prestons-road-flyover\/\" \/>\n<meta property=\"og:locale\" content=\"pt_BR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"PRESTONS ROAD FLYOVER - Maccaferri Brasil\" \/>\n<meta property=\"og:description\" content=\"The avoidance of surcharge on the tunnel and the potential&nbsp;&nbsp;for differential movement were resolved by supporting the &nbsp;&nbsp;approach r\" \/>\n<meta property=\"og:url\" content=\"https:\/\/maccaferri-stage.softecspa.it\/br\/casos-de-sucesso\/prestons-road-flyover\/\" \/>\n<meta property=\"og:site_name\" content=\"Maccaferri Brasil\" \/>\n<meta property=\"article:modified_time\" content=\"2024-11-13T11:57:29+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/maccaferri-stage.softecspa.it\/br\/wp-content\/uploads\/2023\/09\/2896_3.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"1034\" \/>\n\t<meta property=\"og:image:height\" content=\"712\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\/\/maccaferri-stage.softecspa.it\/br\/casos-de-sucesso\/prestons-road-flyover\/\",\"url\":\"https:\/\/maccaferri-stage.softecspa.it\/br\/casos-de-sucesso\/prestons-road-flyover\/\",\"name\":\"PRESTONS ROAD FLYOVER - 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