{"id":32965,"date":"2023-06-23T15:00:46","date_gmt":"2023-06-23T13:00:46","guid":{"rendered":"https:\/\/maccaferri-stage.softecspa.it\/tr\/ba\u015far\u0131-hikayeleri\/gebze-orhangazi-izmir-motorway-gabion-retaining-wall-project\/"},"modified":"2024-01-26T14:42:26","modified_gmt":"2024-01-26T13:42:26","slug":"gebze-orhangazi-izmir-motorway-gabion-retaining-wall-project","status":"publish","type":"stories","link":"https:\/\/maccaferri-stage.softecspa.it\/tr\/basari-hikayeleri\/gebze-orhangazi-izmir-motorway-gabion-retaining-wall-project\/","title":{"rendered":"GEBZE-ORHANGAZI-\u0130ZMIR MOTORWAY GABION RETAINING WALL 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>Due to the stability problem in the slope located on KM 29 + 500 of the Kamu \u00d6zel Sekt\u00f6r Ortakl\u0131\u011f\u0131 Genel M\u00fcd\u00fcrl\u00fc\u011f\u00fc Gebze-Orhangazi-\u0130zmir (Including \u0130zmit Bay Crossing and Connection Roads) Motorway Build-Operate-Transfer Project Orhangazi &#8211; Bursa section, a solution was provided with the piling system in order to prevent the total collapse of the slope. Due to the fact that the pile cap elevation is below the road platform elevation, the need for a retaining structure has arisen against the stability problems that will occur on the slope surface. <\/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>\u00c7\u00f6z\u00fcm<\/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>  As a result of the investigations made in the project area, it was determined that the correct solution for slope stabilization would be the Gabion retaining wall. The Gabion Retaining Wall was determined as a solution when the parameters of ease of finding stones in the application area, application speed, the technical approach to the solution of the slope problem, the weight wall requirement, being economical, architectural appearance, earthquake resistance and need for a flexible structure are considered.\u00a0Gabion Retaining Wall is 7 m high and has 4 m heel width. The Stone sizes used are between 125 mm and 250 mm and the unit weight of the stone is 25 kN \/ m\u00b3. Since there is a 30% void ratio in gabion structures, 17.5 kN \/ m\u00b3 unit volume weight was taken as a basis in the design. In the project, box gabions are made of heavy galvanized coated double twisted wire mesh in 8X10 mesh type and 2.7 mm thickness produced in accordance with international standards in Maccaferri&#8217;s D\u00fczce factory.  For the design, EUROCODE 7-8 norms were used to determine the load combination in both seismic and static analysis. The analysis program used in the design is Maccaferri Macstars W 2000.  4300 m\u00b3 gabion has been manufactured and the total manufacturing period is 75 days.   <\/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=\"\" alt=\"Gabionlar\" title=\"Gabionlar\" \/><\/div><div class=\"card-body\"><h6>Gabionlar<\/h6><span class=\"abstract\">Maccaferri gabionlar\u0131 \u00e7ift b\u00fck\u00fcml\u00fc alt\u0131gen \u00f6rme \u00e7elik tel a\u011fdan tasarlanm\u0131\u015f kafeslerdir. Par\u00e7alar halinde teslim edilen gabionlar\u0131m\u0131z proje sahas\u0131n<\/span><a href=\"https:\/\/maccaferri-stage.softecspa.it\/tr\/\u00fcr\u00fcnler\/gabionlar\/\" class=\"cta\" rel=\"noopener\" title=\"Gabionlar\">G\u00f6r\u00fcnt\u00fcle\n                           <span class=\"text\" value=\"\" \/>\n                           <\/a><div data-post-id=\"57523\" class=\"star \" title=\"Add to wishlist\"><span class=\"material-symbols-rounded starrate\">star<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div>","protected":false},"excerpt":{"rendered":"<p>  As a result of the investigations made in the project area, it was determined that the correct solution for slope stabilization would be the Gabion <\/p>\n","protected":false},"featured_media":8959,"parent":0,"menu_order":0,"template":"","stories-category":[],"stories-tag":[],"class_list":["post-32965","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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