{"id":80283,"date":"2025-08-07T15:41:01","date_gmt":"2025-08-07T13:41:01","guid":{"rendered":"https:\/\/www.maccaferri.com\/ae\/success-stories\/construction-of-the-duqm-refinery-service-corridor-to-the-liquid-j\/"},"modified":"2026-01-30T15:55:00","modified_gmt":"2026-01-30T14:55:00","slug":"construction-of-the-duqm-refinery-service-corridor-to-the-liquid-j","status":"publish","type":"stories","link":"https:\/\/www.maccaferri.com\/ae\/success-stories\/construction-of-the-duqm-refinery-service-corridor-to-the-liquid-j\/","title":{"rendered":"CONSTRUCTION OF THE DUQM REFINERY SERVICE CORRIDOR TO THE LIQUID J"},"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> SEZAD plans to build a service corridor in the industrial zone of Duqm, Oman. The project aims to link Duqm refinery with a liquid jetty by allowing the Refinery to lay its pipes and connecting it to the Port. The project was awarded to Qurum Business Group LLC under the scope of Engineering, Procurement &#038; Construction. The last 3 km stretch of the project lies close and parallel to the Duqm Road Nos. 1 and 5 project. This location is characterized by the significant presence of \u2018soft clay\/sabkha\u2019 soil, which influences the construction of foundations of the proposed service corridor that consists of concrete sleepers supporting pipelines, service roads, etc. The FEED design requires the EPC contractor to replace the entire Sabkha soil with engineered fill if the depth of Sabkha is less than 4 m. For locations where Sabkha depth is more than 4 m, ground improvement techniques like stone columns shall be adopted. Nonetheless, the potential cost of doing stone columns is very high, and this prompted the EPC contractor to look for alternate viable options.  <\/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>From the successful application of Basal Reinforcement technique in the neighboring project; Duqm Roads 1 &#038; 5, the EPC contractor was aware of the potential benefits of using geosynthetics to solve problems in similar ground conditions and subsequently approached Maccaferri Middle East (MME) propose a suitable alternate scheme of ground stabilization. After making the required studies, MME suggested a ground stabilization solution consisting of high strength ParaLink geogrids as basal reinforcements, underlaid by a layer of thick boulder layer. In the required sequence of works, pile driving activity is required to be done after completion of embankments. Since the expected static &#038; dynamic loading during the pile driving activity were significant (up to 250 KPa), additionally three layers of Macgrid EG geogrid were provided below the zone of movement of pile rig machine. These three layers of Macgrid EG geogrids would disparate the pile driving loads into a wider area, thereby limiting the rut depth at the embankment top. MME was involved in the design, supply, and site assistance of the project. <\/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 class=\"col-12 col-sm-12 col-md-12 col-lg-3 col-xl-3 col-xxl-3\"><div class=\"wp-block-mac-card-new-block block-latest-news-container\"><div class=\"card\"><div class=\"content-images\"><img decoding=\"async\" class=\"box-image\" src=\"https:\/\/www.maccaferri.com\/ae\/wp-content\/uploads\/2024\/04\/Header-Monoaxial_Geogrids\" alt=\"MonoAxial GeoGrids\" title=\"MonoAxial GeoGrids\" \/><\/div><div class=\"card-body\"><h6>MonoAxial GeoGrids<\/h6><span class=\"abstract\">Paragrid\u2122 WAn enhanced high performance knitted geogrid characterized by a very high modulus and the lowest reduction factors. Designed for<\/span><a href=\"https:\/\/www.maccaferri.com\/ae\/products\/monoaxial-geogrids\/\" class=\"cta\" rel=\"noopener\" title=\"MonoAxial GeoGrids\">View\n                           <span class=\"text\" value=\"\" \/>\n                           <\/a><div data-post-id=\"84163\" class=\"star \" title=\"Add to wishlist\"><span class=\"material-symbols-rounded starrate\">star<\/span><\/div><\/div><\/div><\/div><\/div><div class=\"col-12 col-sm-12 col-md-12 col-lg-3 col-xl-3 col-xxl-3\"><div class=\"wp-block-mac-card-new-block block-latest-news-container\"><div class=\"card\"><div class=\"content-images\"><img decoding=\"async\" class=\"box-image\" src=\"https:\/\/www.maccaferri.com\/ae\/wp-content\/uploads\/2024\/07\/Biaxial-Geogrids_header.jpg\" alt=\"Biaxial Geogrids\" title=\"Biaxial Geogrids\" \/><\/div><div class=\"card-body\"><h6>Biaxial Geogrids<\/h6><span class=\"abstract\">MacGrid WG-SHigh tenacity PET knitted-weaved coated geogrids are also available and used in these types of<\/span><a href=\"https:\/\/www.maccaferri.com\/ae\/products\/biaxial-geogrids\/\" class=\"cta\" rel=\"noopener\" title=\"Biaxial Geogrids\">View\n                           <span class=\"text\" value=\"\" \/>\n                           <\/a><div data-post-id=\"84178\" class=\"star \" title=\"Add to wishlist\"><span class=\"material-symbols-rounded starrate\">star<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><!--usedproducts-->","protected":false},"excerpt":{"rendered":"<p>From the successful application of Basal Reinforcement technique in the neighboring project; Duqm Roads 1 &#038; 5, the EPC contractor was aware of the pot<\/p>\n","protected":false},"featured_media":8152,"parent":0,"menu_order":0,"template":"","stories-category":[],"stories-tag":[],"class_list":["post-80283","stories","type-stories","status-publish","has-post-thumbnail","hentry"],"acf":{"products":[84163,84178],"applications":[79648,79648],"solutions":[79674],"sectors":[79600]},"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>CONSTRUCTION OF THE DUQM REFINERY SERVICE CORRIDOR TO THE LIQUID J - Maccaferri Middle East<\/title>\n<meta name=\"description\" content=\"Explore our Success Stories: CONSTRUCTION OF THE DUQM REFINERY SERVICE CORRIDOR TO THE LIQUID J. 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