{"id":437,"date":"2026-04-15T22:13:03","date_gmt":"2026-04-15T19:13:03","guid":{"rendered":"https:\/\/setaf2018.com\/case-studies\/"},"modified":"2026-05-05T00:00:51","modified_gmt":"2026-05-04T21:00:51","slug":"setaf2018-case-studies","status":"publish","type":"page","link":"https:\/\/setaf2018.com\/en\/setaf2018-case-studies\/","title":{"rendered":"Case Studies"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"437\" class=\"elementor elementor-437 elementor-65\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-2c85875 e-flex e-con-boxed e-con e-parent\" data-id=\"2c85875\" 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-00590df elementor-widget elementor-widget-shortcode\" data-id=\"00590df\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"shortcode.default\">\n\t\t\t\t\t\t\t<div class=\"elementor-shortcode\">    <div class=\"vaka-grid-v2\">\r\n        <style>\r\n            .vaka-grid-v2 { display: grid; gap: 30px; grid-template-columns: repeat(auto-fit, minmax(350px, 1fr)); }\r\n            .vaka-card-v2 { background: #fff; border-radius: 20px; border: 1px solid #f0f0f0; overflow: hidden; transition: 0.4s; display: flex; flex-direction: column; text-decoration: none !important; box-shadow: 0 5px 15px rgba(0,0,0,0.03); }\r\n            .vaka-card-v2:hover { transform: translateY(-8px); border-color: var(--e-global-color-primary, #82A68E); box-shadow: 0 15px 35px rgba(0,0,0,0.08); }\r\n            .vaka-img-box { width: 100%; height: 230px; background: #eee; overflow: hidden; }\r\n            .vaka-img-box img { width: 100%; height: 100%; object-fit: cover; transition: 0.5s; }\r\n            .vaka-card-v2:hover .vaka-img-box img { transform: scale(1.08); }\r\n            .vaka-content-v2 { padding: 25px; flex: 1; display: flex; flex-direction: column; }\r\n            .vaka-content-v2 h3 { margin: 0 0 12px 0; font-size: 1.35rem; font-weight: 800; color: #111; line-height: 1.3; }\r\n            .vaka-content-v2 p { font-size: 0.95rem; color: #666; line-height: 1.6; margin-bottom: 20px; }\r\n            .vaka-link-v2 { margin-top: auto; color: var(--e-global-color-primary, #82A68E); font-weight: 800; font-size: 0.85rem; text-transform: uppercase; display: flex; align-items: center; gap: 5px; }\r\n        <\/style>\r\n                    <a href=\"https:\/\/setaf2018.com\/en\/post\/case-studies\/jet-grouting-for-liquefaction-mitigation-and-setaf2018-analysis\/\" class=\"vaka-card-v2\">\r\n                <div class=\"vaka-img-box\"><img fetchpriority=\"high\" decoding=\"async\" width=\"800\" height=\"437\" src=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmece-Ridvan-Gelin-Projesi-Sivilasma-Riskine-Karsi-Jet-Grout-ve-SETAF2018-Analizi.webp\" class=\"attachment-large size-large wp-post-image\" alt=\"Validating Analytical Precision: A Benchmarking Study on Seismic Settlement and Bearing Capacity under Extreme Soil Conditions\" \/><\/div>\r\n                <div class=\"vaka-content-v2\">\r\n                    <h3>Jet Grouting for Liquefaction Mitigation and SETAF2018 Analysis<\/h3>\r\n                    <p>In a Jet Grouting project implemented on liquefaction-prone soil in Istanbul, K\u00fc\u00e7\u00fck\u00e7ekmece, a comparative analysis was conducted between SETAF2018 and&hellip;<\/p>\r\n                    <div class=\"vaka-link-v2\">Analiz Detaylar\u0131 \u2192<\/div>\r\n                <\/div>\r\n            <\/a>\r\n                    <a href=\"https:\/\/setaf2018.com\/en\/post\/case-studies\/jet-grouting-solution-for-liquefaction-and-settlement-risks-in-kucukcekmece-setaf2018-and-plaxis-2d-validation\/\" class=\"vaka-card-v2\">\r\n                <div class=\"vaka-img-box\"><img decoding=\"async\" width=\"800\" height=\"437\" src=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmecede-Sivilasma-ve-Oturma-Riskine-Jet-Grout-Cozumu-SETAF2018-ve-PLAXIS-2D-Validasyonu.webp\" class=\"attachment-large size-large wp-post-image\" alt=\"K\u00fc\u00e7\u00fck\u00e7ekmece\u2019de S\u0131v\u0131la\u015fma ve Oturma Riskine Jet Grout \u00c7\u00f6z\u00fcm\u00fc SETAF2018 ve PLAXIS 2D Validasyonu\" srcset=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmecede-Sivilasma-ve-Oturma-Riskine-Jet-Grout-Cozumu-SETAF2018-ve-PLAXIS-2D-Validasyonu.webp 1024w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmecede-Sivilasma-ve-Oturma-Riskine-Jet-Grout-Cozumu-SETAF2018-ve-PLAXIS-2D-Validasyonu-300x164.webp 300w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmecede-Sivilasma-ve-Oturma-Riskine-Jet-Grout-Cozumu-SETAF2018-ve-PLAXIS-2D-Validasyonu-768x419.webp 768w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmecede-Sivilasma-ve-Oturma-Riskine-Jet-Grout-Cozumu-SETAF2018-ve-PLAXIS-2D-Validasyonu-600x328.webp 600w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmecede-Sivilasma-ve-Oturma-Riskine-Jet-Grout-Cozumu-SETAF2018-ve-PLAXIS-2D-Validasyonu-110x60.webp 110w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><\/div>\r\n                <div class=\"vaka-content-v2\">\r\n                    <h3>Jet Grouting Solution for Liquefaction and Settlement Risks in K\u00fc\u00e7\u00fck\u00e7ekmece: SETAF2018 and PLAXIS 2D Validation<\/h3>\r\n                    <p>Abstract: Due to liquefaction risk and insufficient bearing capacity identified in the foundation soil of a B+GF+10 story building project&hellip;<\/p>\r\n                    <div class=\"vaka-link-v2\">Analiz Detaylar\u0131 \u2192<\/div>\r\n                <\/div>\r\n            <\/a>\r\n                    <a href=\"https:\/\/setaf2018.com\/en\/post\/case-studies\/technical-validation-in-anchored-bored-pile-systems-a-setaf2018-analysis\/\" class=\"vaka-card-v2\">\r\n                <div class=\"vaka-img-box\"><img decoding=\"async\" width=\"800\" height=\"437\" src=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Ankrajli-Fore-Kazik-Sistemlerinde-Teknik-Dogrulama-Nuri-Ozturk-Projesi-ve-SETAF2018-Analizi.webp\" class=\"attachment-large size-large wp-post-image\" alt=\"Ankrajl\u0131 Fore Kaz\u0131k Sistemlerinde Teknik Do\u011frulama: Nuri \u00d6zt\u00fcrk Projesi ve SETAF2018 Analizi\" \/><\/div>\r\n                <div class=\"vaka-content-v2\">\r\n                    <h3>Technical Validation in Anchored Bored Pile Systems: A SETAF2018 Analysis<\/h3>\r\n                    <p>In an anchored bored pile shoring system project with an excavation depth of 9.50 meters, a comparative analysis was conducted&hellip;<\/p>\r\n                    <div class=\"vaka-link-v2\">Analiz Detaylar\u0131 \u2192<\/div>\r\n                <\/div>\r\n            <\/a>\r\n                    <a href=\"https:\/\/setaf2018.com\/en\/post\/case-studies\/ground-improvement-for-an-industrial-structure-in-esenyurt-validation-of-setaf2018-against-plaxis-3d-in-jet-grouting-systems\/\" class=\"vaka-card-v2\">\r\n                <div class=\"vaka-img-box\"><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"437\" src=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Jet-Grout-Sistemlerinde-SETAF2018-ve-PLAXIS-3D-Validasyonu.webp\" class=\"attachment-large size-large wp-post-image\" alt=\"Jet Grout Sistemlerinde SETAF2018 ve PLAXIS 3D Validasyonu\" srcset=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Jet-Grout-Sistemlerinde-SETAF2018-ve-PLAXIS-3D-Validasyonu.webp 1024w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Jet-Grout-Sistemlerinde-SETAF2018-ve-PLAXIS-3D-Validasyonu-300x164.webp 300w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Jet-Grout-Sistemlerinde-SETAF2018-ve-PLAXIS-3D-Validasyonu-768x419.webp 768w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Jet-Grout-Sistemlerinde-SETAF2018-ve-PLAXIS-3D-Validasyonu-600x328.webp 600w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Jet-Grout-Sistemlerinde-SETAF2018-ve-PLAXIS-3D-Validasyonu-110x60.webp 110w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><\/div>\r\n                <div class=\"vaka-content-v2\">\r\n                    <h3>Ground Improvement for an Industrial Structure in Esenyurt: Validation of SETAF2018 against PLAXIS 3D in Jet Grouting Systems<\/h3>\r\n                    <p>In a ground improvement project implemented in Esenyurt, Istanbul, utilizing 80 cm diameter jet grout columns, a comparative analysis was&hellip;<\/p>\r\n                    <div class=\"vaka-link-v2\">Analiz Detaylar\u0131 \u2192<\/div>\r\n                <\/div>\r\n            <\/a>\r\n                    <a href=\"https:\/\/setaf2018.com\/en\/post\/case-studies\/anchored-shoring-design-and-software-validation-at-10-meter-depth\/\" class=\"vaka-card-v2\">\r\n                <div class=\"vaka-img-box\"><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"437\" src=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/10-Metre-Derinlikte-Ankrajli-Iksa-Tasarimi-ve-Yazilim-Dogrulamasi.webp\" class=\"attachment-large size-large wp-post-image\" alt=\"Anchored Shoring Design and Software Validation at 10-Meter Depth\" \/><\/div>\r\n                <div class=\"vaka-content-v2\">\r\n                    <h3>Anchored Shoring Design and Software Validation at 10-Meter Depth<\/h3>\r\n                    <p>In a 10-meter deep anchored bored pile project implemented in Esenyurt, Istanbul, a comparative analysis was conducted between SETAF2018 and&hellip;<\/p>\r\n                    <div class=\"vaka-link-v2\">Analiz Detaylar\u0131 \u2192<\/div>\r\n                <\/div>\r\n            <\/a>\r\n                    <a href=\"https:\/\/setaf2018.com\/en\/post\/case-studies\/jet-grout-solution-against-liquefaction-risk-in-kucukcekmece-a-comparative-analysis-of-setaf2018-and-plaxis-3d\/\" class=\"vaka-card-v2\">\r\n                <div class=\"vaka-img-box\"><img decoding=\"async\" width=\"800\" height=\"437\" src=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmecede-Sivilasma-ve-Oturma-Riskine-Jet-Grout-Cozumu-SETAF2018-ve-PLAXIS-2D-Validasyonu.webp\" class=\"attachment-large size-large wp-post-image\" alt=\"K\u00fc\u00e7\u00fck\u00e7ekmece\u2019de S\u0131v\u0131la\u015fma ve Oturma Riskine Jet Grout \u00c7\u00f6z\u00fcm\u00fc SETAF2018 ve PLAXIS 2D Validasyonu\" srcset=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmecede-Sivilasma-ve-Oturma-Riskine-Jet-Grout-Cozumu-SETAF2018-ve-PLAXIS-2D-Validasyonu.webp 1024w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmecede-Sivilasma-ve-Oturma-Riskine-Jet-Grout-Cozumu-SETAF2018-ve-PLAXIS-2D-Validasyonu-300x164.webp 300w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmecede-Sivilasma-ve-Oturma-Riskine-Jet-Grout-Cozumu-SETAF2018-ve-PLAXIS-2D-Validasyonu-768x419.webp 768w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmecede-Sivilasma-ve-Oturma-Riskine-Jet-Grout-Cozumu-SETAF2018-ve-PLAXIS-2D-Validasyonu-600x328.webp 600w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Kucukcekmecede-Sivilasma-ve-Oturma-Riskine-Jet-Grout-Cozumu-SETAF2018-ve-PLAXIS-2D-Validasyonu-110x60.webp 110w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><\/div>\r\n                <div class=\"vaka-content-v2\">\r\n                    <h3>Jet Grout Solution Against Liquefaction Risk in K\u00fc\u00e7\u00fck\u00e7ekmece: A Comparative Analysis of SETAF2018 and PLAXIS 3D<\/h3>\r\n                    <p>In a jet grouting project implemented on liquefiable soil in K\u00fc\u00e7\u00fck\u00e7ekmece, a comparative analysis was conducted between SETAF2018 and PLAXIS&hellip;<\/p>\r\n                    <div class=\"vaka-link-v2\">Analiz Detaylar\u0131 \u2192<\/div>\r\n                <\/div>\r\n            <\/a>\r\n                    <a href=\"https:\/\/setaf2018.com\/en\/post\/case-studies\/secure-shoring-solution-at-12-meter-depth-the-karadeniz-orme-anchored-bored-pile-project\/\" class=\"vaka-card-v2\">\r\n                <div class=\"vaka-img-box\"><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"437\" src=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/12-Metre-Derinlikte-Guvenli-Iksa-Cozumu.webp\" class=\"attachment-large size-large wp-post-image\" alt=\"12 Metre Derinlikte G\u00fcvenli \u0130ksa \u00c7\u00f6z\u00fcm\u00fc\" \/><\/div>\r\n                <div class=\"vaka-content-v2\">\r\n                    <h3>Secure Shoring Solution at 12-Meter Depth: The Karadeniz \u00d6rme Anchored Bored Pile Project<\/h3>\r\n                    <p>In the scope of the Karadeniz \u00d6rme project, a comparative analysis of a 12-meter deep anchored bored pile system was&hellip;<\/p>\r\n                    <div class=\"vaka-link-v2\">Analiz Detaylar\u0131 \u2192<\/div>\r\n                <\/div>\r\n            <\/a>\r\n                    <a href=\"https:\/\/setaf2018.com\/en\/post\/case-studies\/istanbul-esenyurt-soil-improvement-project-comparative-analysis-of-unreinforced-pile-columns-via-setaf2018-and-plaxis-3d\/\" class=\"vaka-card-v2\">\r\n                <div class=\"vaka-img-box\"><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"437\" src=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Zemin-Iyilestirme-Projesi-Donatisiz-Kazik-Kolonlari.webp\" class=\"attachment-large size-large wp-post-image\" alt=\"Zemin \u0130yile\u015ftirme Projesi: Donat\u0131s\u0131z Kaz\u0131k Kolonlar\u0131\" srcset=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Zemin-Iyilestirme-Projesi-Donatisiz-Kazik-Kolonlari.webp 1024w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Zemin-Iyilestirme-Projesi-Donatisiz-Kazik-Kolonlari-300x164.webp 300w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Zemin-Iyilestirme-Projesi-Donatisiz-Kazik-Kolonlari-768x419.webp 768w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Zemin-Iyilestirme-Projesi-Donatisiz-Kazik-Kolonlari-600x328.webp 600w, https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Zemin-Iyilestirme-Projesi-Donatisiz-Kazik-Kolonlari-110x60.webp 110w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><\/div>\r\n                <div class=\"vaka-content-v2\">\r\n                    <h3>Istanbul Esenyurt Soil Improvement Project: Comparative Analysis of Unreinforced Pile Columns via SETAF2018 and PLAXIS 3D<\/h3>\r\n                    <p>In a soil improvement project implemented in Esenyurt, Istanbul, a comparative analysis was conducted between SETAF2018 and PLAXIS 3D for&hellip;<\/p>\r\n                    <div class=\"vaka-link-v2\">Analiz Detaylar\u0131 \u2192<\/div>\r\n                <\/div>\r\n            <\/a>\r\n                    <a href=\"https:\/\/setaf2018.com\/en\/post\/case-studies\/deep-excavation-shoring-analysis-for-an-industrial-facility-in-esenyurt-istanbul-a-comparative-study-of-setaf2018-and-plaxis-2d\/\" class=\"vaka-card-v2\">\r\n                <div class=\"vaka-img-box\"><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"437\" src=\"https:\/\/setaf2018.com\/wp-content\/uploads\/2026\/04\/Istanbul-Esenyurt-Sanayi-Yapisi-Derin-Kazi-Iksa-Analizi-SETAF2018-ve-PLAXIS-2D-Karsilastirmasi.webp\" class=\"attachment-large size-large wp-post-image\" alt=\"\u0130stanbul Esenyurt Sanayi Yap\u0131s\u0131 Derin Kaz\u0131 \u0130ksa Analizi SETAF2018 ve PLAXIS 2D Kar\u015f\u0131la\u015ft\u0131rmas\u0131\" \/><\/div>\r\n                <div class=\"vaka-content-v2\">\r\n                    <h3>Deep Excavation Shoring Analysis for an Industrial Facility in Esenyurt, Istanbul: A Comparative Study of SETAF2018 and PLAXIS 2D<\/h3>\r\n                    <p>Discover the power of SETAF2018 in deep excavation analysis. The marginal 1.5% deviation between SETAF2018 and PLAXIS 2D results in&hellip;<\/p>\r\n                    <div class=\"vaka-link-v2\">Analiz Detaylar\u0131 \u2192<\/div>\r\n                <\/div>\r\n            <\/a>\r\n            <\/div>\r\n    <\/div>\n\t\t\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":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-437","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\/437","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=437"}],"version-history":[{"count":1,"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/pages\/437\/revisions"}],"predecessor-version":[{"id":438,"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/pages\/437\/revisions\/438"}],"wp:attachment":[{"href":"https:\/\/setaf2018.com\/en\/wp-json\/wp\/v2\/media?parent=437"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}