{"id":64855,"date":"2024-01-25T16:13:37","date_gmt":"2024-01-25T15:13:37","guid":{"rendered":"https:\/\/maccaferri-stage.softecspa.it\/ca\/success-stories\/ainley-industrial-estate-development-2\/"},"modified":"2024-01-25T16:13:37","modified_gmt":"2024-01-25T15:13:37","slug":"ainley-industrial-estate-development-2","status":"publish","type":"stories","link":"https:\/\/maccaferri-stage.softecspa.it\/ca\/fr\/success-stories\/ainley-industrial-estate-development-2\/","title":{"rendered":"AINLEY INDUSTRIAL ESTATE DEVELOPMENT"},"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>Royd Developments were developing part of the Ainley&nbsp;&nbsp;Industrial Estate for a client.&nbsp;The client needed to create a new development platform to &nbsp;&nbsp;enable a new warehouse and a lorry vehicle turning area to &nbsp;&nbsp;be constructed. A conveyor bridge between an existing and &nbsp;&nbsp;the new warehouse was also to be constructed on the site.&nbsp;Two large retaining walls were required; Phase 1: 126m long &nbsp;&nbsp;and 7.4m high Phase 2: 58m long and 6m high It was quickly &nbsp;&nbsp;identified that retaining walls with a near-vertical front face &nbsp;&nbsp;would be the most efficient solution to allow the &nbsp;&nbsp;development layout to meet the client&#8217;s requirements.<\/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>Maccaferri provided support to the project team and&nbsp;&nbsp;proposed the MacWall Landmark segmental reinforced soil &nbsp;&nbsp;wall system.&nbsp;<\/p>\n<p>MacWall Landmark features an aesthetic \u2018split face\u2019 &nbsp;&nbsp;concrete block finish in conjunction with soil-reinforcing &nbsp;&nbsp;geogrids, which are placed between layers of compacted &nbsp;&nbsp;structural backfill. A column of free-draining stone is placed &nbsp;&nbsp;directly behind the facing blocks.&nbsp;<\/p>\n<p>The blocks have a positive connection to the geogrids by &nbsp;&nbsp;way of a \u2018locking bar\u2019 which secures the grids within a &nbsp;&nbsp;receiving trough at the top of the concrete block. The next &nbsp;&nbsp;course of concrete blocks has a down stand which engages &nbsp;&nbsp;into the trough of the course below, preventing the locking &nbsp;&nbsp;bar from moving.&nbsp;<\/p>\n<p>The structural backfill is a minimum of 6I\/6J material and &nbsp;&nbsp;fortunately, on this project, there was a supply of site-won &nbsp;&nbsp;material of the appropriate condition to meet this &nbsp;&nbsp;specification. Reusing this site won fill as structural backfill &nbsp;&nbsp;dramatically reduced the amount of imported granular &nbsp;&nbsp;materials and the associated transport and quarrying &nbsp;&nbsp;financial and environmental costs.&nbsp;<\/p>\n<p>The foundation of the warehouse was piled to a depth below &nbsp;&nbsp;the MacWall foundation and did not impose loads on the wall &nbsp;&nbsp;structure.&nbsp;<\/p>\n<p>The conveyor supports also required a suitable foundation, &nbsp;&nbsp;which were within the reinforced soil zone of the MacWall. &nbsp;&nbsp;Maccaferri worked with the site teams to propose a suitable &nbsp;&nbsp;layout for the geogrid soil reinforcement in the location of &nbsp;&nbsp;the foundations which allowed them to be constructed, yet &nbsp;&nbsp;not compromise the stability of the MacWall.&nbsp;&nbsp;<\/p>\n                    <\/div>\n                <\/div>\n            <\/div>\n        <\/div>\n    <\/div>\n    <\/div><!--usedproducts-->","protected":false},"excerpt":{"rendered":"<p>Maccaferri provided support to the project team and&nbsp;&nbsp;proposed the MacWall Landmark segmental reinforced soil &nbsp;&nbsp;wall system.&nbsp;M<\/p>\n","protected":false},"featured_media":9358,"parent":0,"menu_order":0,"template":"","stories-category":[],"stories-tag":[],"class_list":["post-64855","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) - 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