{"id":852,"date":"2026-05-08T18:47:59","date_gmt":"2026-05-08T15:47:59","guid":{"rendered":"https:\/\/setaf2018.com\/?page_id=852"},"modified":"2026-05-08T18:49:15","modified_gmt":"2026-05-08T15:49:15","slug":"secure-shoring-solution-at-12-meter-depth-the-karadeniz-orme-anchored-bored-pile-project","status":"publish","type":"page","link":"https:\/\/setaf2018.com\/en\/setaf2018-case-studies\/secure-shoring-solution-at-12-meter-depth-the-karadeniz-orme-anchored-bored-pile-project\/","title":{"rendered":"Secure Shoring Solution at 12-Meter Depth: The Karadeniz \u00d6rme Anchored Bored Pile Project"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"852\" class=\"elementor elementor-852\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-f943bb2 e-flex e-con-boxed e-con e-parent\" data-id=\"f943bb2\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-b3a97f6 elementor-widget elementor-widget-html\" data-id=\"b3a97f6\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"html.default\">\n\t\t\t\t\t<div class=\"v-wrap\">\r\n    <div class=\"v-main\">\r\n        <h2>Anchored Shoring Design for Karadeniz \u00d6rme Industrial Facility<\/h2>\r\n        \r\n        <p><strong>Abstract:<\/strong> Within the scope of the Karadeniz \u00d6rme industrial facility project in Esenyurt, Istanbul, the safety of a 12-meter deep foundation excavation was ensured through a robust \"Anchored Bored Pile\" shoring system. This case study validates the computational precision of SETAF2018 in multi-stage anchored systems by benchmarking its results against PLAXIS 2D data.<\/p>\r\n\r\n        <p><strong>Technical Solution:<\/strong> Within the scope of the project, 80 cm diameter bored piles and three levels of prestressed anchors were implemented as the primary shoring system. The typical stiff clay structure of the region, known as the G\u00fcng\u00f6ren Formation, was taken as the baseline for the soil profile. Utilizing SETAF2018, the anchor free and bond lengths, pile tip elevation, and the overall stability of the system were analyzed in a matter of seconds.<\/p>\r\n\r\n        <p><strong>Why SETAF2018?<\/strong> In projects involving numerous variables such as anchor angles, prestressing forces, and multi-stage excavation, SETAF2018 provides engineers with significant engineering speed. The cross-checks conducted in this project demonstrate that the bending moment and displacement results provided by SETAF2018 align almost perfectly with PLAXIS 2D outputs, once again proving the software's reliability.<\/p>\r\n    <\/div>\r\n\r\n    <aside class=\"v-side\">\r\n        <div class=\"v-box\">\r\n            <h4>Technical Data Report<\/h4>\r\n            <ul>\r\n                <li><strong>Soil Structure:<\/strong> Stiff Clay (Gungoren Formation)<\/li>\r\n                <li><strong>Excavation Depth:<\/strong> 12 Meters (3-Level Anchor)<\/li>\r\n                <li><strong>Application:<\/strong> Anchored Bored Piles (\u00d8=80cm)<\/li>\r\n                <li><strong>Analysis Soft.:<\/strong> SETAF2018 (PLAXIS 2D Benchmark)<\/li>\r\n                <li><strong>Project Name:<\/strong> Karadeniz Orme Project<\/li>\r\n            <\/ul>\r\n            <a href=\"#\" class=\"v-download-btn\">Download Shoring Analysis (PDF)<\/a>\r\n        <\/div>\r\n    <\/aside>\r\n<\/div>\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Anchored Shoring Design for Karadeniz \u00d6rme Industrial Facility Abstract: Within the scope of the Karadeniz \u00d6rme industrial facility project in Esenyurt, Istanbul, the safety of a 12-meter deep foundation excavation was ensured through a robust &#8220;Anchored Bored Pile&#8221; shoring system. This case study validates the computational precision of SETAF2018 in multi-stage anchored systems by benchmarking [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":437,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-852","page","type-page","status-publish","hentry"],"_hostinger_reach_plugin_has_subscription_block":false,"_hostinger_reach_plugin_is_elementor":false,"_links":{"self":[{"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/pages\/852","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/comments?post=852"}],"version-history":[{"count":4,"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/pages\/852\/revisions"}],"predecessor-version":[{"id":856,"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/pages\/852\/revisions\/856"}],"up":[{"embeddable":true,"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/pages\/437"}],"wp:attachment":[{"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/media?parent=852"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}