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Journals / Uludağ Üniversitesi Mühendislik Fakültesi Dergisi / 2025 / Cilt: 30 Sayı: 3

Bearing Capacity Analysis of Soft Clay Soils with Barrette Foundation

BARET TEMELLİ YUMUŞAK KİLLİ ZEMİNLERİN TAŞIMA GÜCÜ ANALİZİ

Kinan Abdel Rahman(ONDOKUZ MAYIS ÜNİVERSİTESİ, LİSANSÜSTÜ EĞİTİM ENSTİTÜSÜ)0009-0003-2817-896X
Mustafa Vekli(ONDOKUZ MAYIS ÜNİVERSİTESİ, MÜHENDİSLİK FAKÜLTESİ)0000-0002-5850-731X
Pages
731–750
Publication Date
2025-12-19
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

The findings indicate that the geometric arrangement of barrette foundations has a significant impact on their bearing capacity performance.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:This study presents a bearing capacity analysis of barrette foundations under soft clay soil conditions.
📊
Key Findings & Data:As a result of the analyses, the maximum bearing capacity at failure and the allowable bearing capacity corresponding to a settlement limit of 10 cm were determined for each configuration.
💡
Conclusion & Impact:The findings indicate that the geometric arrangement of barrette foundations has a significant impact on their bearing capacity performance.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Baret temel · Maksimum taşıma gücü · Sınır taşıma gücü

Abstract

This study presents a bearing capacity analysis of barrette foundations under soft clay soil conditions. Barrette piles with identical cross-sectional areas in rectangular, T, and L shapes were modeled using the Plaxis finite element software with various layout configurations in plan. As a result of the analyses, the maximum bearing capacity at failure and the allowable bearing capacity corresponding to a settlement limit of 10 cm were determined for each configuration. The findings indicate that the geometric arrangement of barrette foundations has a significant impact on their bearing capacity performance.

Özet

Bu çalışma, yumuşak killi zemin koşullarında baret temellerin taşıma gücü analizi sunmaktadır. Aynı kesit alanına sahip dikdörtgen, T ve L şeklindeki baret kazıklar, farklı planda yerleşim şekillerle Plaxis sonlu elemanlar yazılımı kullanılarak modellenmiştir. Gerçekleştirilen analizler sonucunda, her bir yerleşim şekline ait zeminin göçtüğü andaki maksimum taşıma gücü ve izin verilen 10 cm olan sınır oturma değeri için sınır taşıma gücü değerleri elde edilmiş. Elde edilen sonuçlar, baret temellerin geometrik yerleşiminin taşıma gücü performansı üzerinde önemli bir etkiye sahip olduğunu göstermektedir.

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Cite This Article

Rahman, K. A., Vekli, M. (2025). Bearing Capacity Analysis of Soft Clay Soils with Barrette Foundation. Uludağ Üniversitesi Mühendislik Fakültesi Dergisi, Cilt: 30 Sayı: 3, 731–750. https://doi.org/10.17482/uumfd.1732493

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