{"id":102196,"date":"2025-11-19T09:49:16","date_gmt":"2025-11-19T08:49:16","guid":{"rendered":"https:\/\/www.maccaferri.com\/sk\/success-stories\/belfast-harbour\/"},"modified":"2026-02-18T16:12:42","modified_gmt":"2026-02-18T15:12:42","slug":"belfast-harbour","status":"publish","type":"stories","link":"https:\/\/www.maccaferri.com\/sk\/pr\u00edbehy-\u00faspechu\/belfast-harbour\/","title":{"rendered":"BELFAST HARBOUR"},"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>Challenge<\/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 construction of a 480m long new quay structure and&nbsp;&nbsp;deep water berth located in the Port of Belfast has required &nbsp;&nbsp;heavy use of geosynthetics. Ground conditions at a 50-acre &nbsp;&nbsp;wasteland site at Belfast Harbour were so poor that a major &nbsp;&nbsp;programme of stabilisation and improvement was required &nbsp;&nbsp;to allow the construction of a \u00a350m trans-shipment and &nbsp;&nbsp;storage facility required to support the offshore wind &nbsp;&nbsp;industry.&nbsp;<\/p>\n<p>The riverside site which is next to Belfast\u2019s George Best &nbsp;&nbsp;Airport and close to the City\u2019s Titanic Quarter is the largest &nbsp;&nbsp;in the Harbour\u2019s 400-year history. The project was part of a &nbsp;&nbsp;joint venture between Dong Energy and Scottish Power &nbsp;&nbsp;Renewables to support the construction of the West of &nbsp;&nbsp;Duddon offshore wind farm.&nbsp;<\/p>\n<p>Stabilisation and strengthening of the upper ground &nbsp;&nbsp;formations were needed as the facility was to be used for &nbsp;&nbsp;the off-lading storage and assembly of huge wind turbine &nbsp;&nbsp;components. Large tracked cranes were used to move &nbsp;&nbsp;equipment and materials about the site and at full capacity &nbsp;&nbsp;imposed extreme loads on the surface.&nbsp;<\/p>\n<p>The quay wall was constructed using a combi wall of &nbsp;&nbsp;1600mm diam. 32m long tubes and 22mm sheet piles tied &nbsp;&nbsp;back and anchor beam supported on 376no. 30m long &nbsp;&nbsp;raking tubes. The 17,000 sqm quay slab was supported also &nbsp;&nbsp;by 780no. 750mm dia CFA piles.&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 works included dregging of the new berth and&nbsp;&nbsp;approaches. This involved the disposal of 500,000m3 of &nbsp;&nbsp;material to sea with treatment and disposal of some &nbsp;&nbsp;contaminated material to land. Behind the new quay, there &nbsp;&nbsp;are 50 acres of hinterland to receive heavy-duty unbound &nbsp;pavement involving the placement of more than 900,000 &nbsp;&nbsp;sqm of geosynthetics and the import of circa 1,000,000 &nbsp;&nbsp;tonnes of aggregate.&nbsp;<\/p>\n<p>With this in mind, engineers devised a scheme which &nbsp;&nbsp;involved surface build-up of up to 2m depth in places using &nbsp;&nbsp;a combination of site-won fill and over 250,000 tonnes of &nbsp;&nbsp;imported stone. This was placed in layers over an array of &nbsp;&nbsp;Maccaferri Paralink\u00ae, basal reinforcement high strength &nbsp;&nbsp;geogrid approximately 1.3m below the finished surface.&nbsp;&nbsp;<\/p>\n                    <\/div>\n                <\/div>\n            <\/div>\n        <\/div>\n    <\/div>\n    <\/div><!--usedproducts-->","protected":false},"excerpt":{"rendered":"<p>The works included dregging of the new berth and&nbsp;&nbsp;approaches. This involved the disposal of 500,000m3 of &nbsp;&nbsp;material to sea with tr<\/p>\n","protected":false},"featured_media":53472,"parent":0,"menu_order":0,"template":"","stories-category":[],"stories-tag":[],"class_list":["post-102196","stories","type-stories","status-publish","has-post-thumbnail","hentry"],"acf":{"products":null,"applications":[100154,100154],"solutions":[100226],"sectors":[100127]},"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>BELFAST HARBOUR - Maccaferri Central Europe<\/title>\n<meta name=\"description\" content=\"Presk\u00famajte na\u0161e pr\u00edbehy \u00faspechu: BELFAST HARBOUR. 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