Validating Analytical Precision: A Benchmarking Study on Seismic Settlement and Bearing Capacity under Extreme Soil Conditions

Jet Grouting for Liquefaction Mitigation and SETAF2018 Analysis

In a Jet Grouting project implemented on liquefaction-prone soil in Istanbul, Küçükçekmece, a comparative analysis was conducted between SETAF2018 and…

Küçükçekmece’de Sıvılaşma ve Oturma Riskine Jet Grout Çözümü SETAF2018 ve PLAXIS 2D Validasyonu

Jet Grouting Solution for Liquefaction and Settlement Risks in Küçükçekmece: SETAF2018 and PLAXIS 2D Validation

Abstract: Due to liquefaction risk and insufficient bearing capacity identified in the foundation soil of a B+GF+10 story building project…

Ankrajlı Fore Kazık Sistemlerinde Teknik Doğrulama: Nuri Öztürk Projesi ve SETAF2018 Analizi

Technical Validation in Anchored Bored Pile Systems: A SETAF2018 Analysis

In an anchored bored pile shoring system project with an excavation depth of 9.50 meters, a comparative analysis was conducted…

Jet Grout Sistemlerinde SETAF2018 ve PLAXIS 3D Validasyonu

Ground Improvement for an Industrial Structure in Esenyurt: Validation of SETAF2018 against PLAXIS 3D in Jet Grouting Systems

In a ground improvement project implemented in Esenyurt, Istanbul, utilizing 80 cm diameter jet grout columns, a comparative analysis was…

Anchored Shoring Design and Software Validation at 10-Meter Depth

Anchored Shoring Design and Software Validation at 10-Meter Depth

In a 10-meter deep anchored bored pile project implemented in Esenyurt, Istanbul, a comparative analysis was conducted between SETAF2018 and…

Küçükçekmece’de Sıvılaşma ve Oturma Riskine Jet Grout Çözümü SETAF2018 ve PLAXIS 2D Validasyonu

Jet Grout Solution Against Liquefaction Risk in Küçükçekmece: A Comparative Analysis of SETAF2018 and PLAXIS 3D

In a jet grouting project implemented on liquefiable soil in Küçükçekmece, a comparative analysis was conducted between SETAF2018 and PLAXIS…

12 Metre Derinlikte Güvenli İksa Çözümü

Secure Shoring Solution at 12-Meter Depth: The Karadeniz Örme Anchored Bored Pile Project

In the scope of the Karadeniz Örme project, a comparative analysis of a 12-meter deep anchored bored pile system was…

Zemin İyileştirme Projesi: Donatısız Kazık Kolonları

Istanbul Esenyurt Soil Improvement Project: Comparative Analysis of Unreinforced Pile Columns via SETAF2018 and PLAXIS 3D

In a soil improvement project implemented in Esenyurt, Istanbul, a comparative analysis was conducted between SETAF2018 and PLAXIS 3D for…

İstanbul Esenyurt Sanayi Yapısı Derin Kazı İksa Analizi SETAF2018 ve PLAXIS 2D Karşılaştırması

Deep Excavation Shoring Analysis for an Industrial Facility in Esenyurt, Istanbul: A Comparative Study of SETAF2018 and PLAXIS 2D

Discover the power of SETAF2018 in deep excavation analysis. The marginal 1.5% deviation between SETAF2018 and PLAXIS 2D results in…