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Journals / Afyon Kocatepe Üniversitesi Fen ve Mühendislik Bilimleri Dergisi / 2021 / Cilt: 21 - Sayı: 2

Experimental Investigation of Pile Addition and Length on Bearing Capacity and Settlement of Rafts on Loose Sandy Soil

Gevşek Kum Zemine Oturan Radyelerin Taşıma Gücü ve Oturmasına Kazık İlavesinin ve Uzunluğunun Etkisinin Deneysel Olarak İncelenmesi

Erol ŞADOĞLU
Bayram ATEŞ
Pages
399–407
Publication Date
2022-10-12
DOI
—
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AI Summary & Key Takeaways

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

The results can serve as a reference for the preliminary assessment of bearing capacity and settlement of driven piles embedded in sandy soils without conducting expensive and time-consuming field trials.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Foundations are important parts of many construction projects.
📊
Key Findings & Data:Piles or piled foundations are used in the cases where the structural loads cannot be carried safely with the shallow foundations.
💡
Conclusion & Impact:The results can serve as a reference for the preliminary assessment of bearing capacity and settlement of driven piles embedded in sandy soils without conducting expensive and time-consuming field trials.
🔬Design:Experimental Field Trial
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

Foundations are important parts of many construction projects. Piles or piled foundations are used in the cases where the structural loads cannot be carried safely with the shallow foundations. In this study, it is aimed to investigate and compare the bearing capacity and sitting settlement of rafts and piled raft foundations. For this purpose, a test setup was formed and loading tests were carried out on a model raft and a model piled foundation. The results can serve as a reference for the preliminary assessment of bearing capacity and settlement of driven piles embedded in sandy soils without conducting expensive and time-consuming field trials.

Özet

Temeller, çok sayıda inşaat projesinin önemli bir parçasıdır. Yapısal yüklerin yüzeysel temellerle güvenlibir şekilde taşınamadığı durumlarda, kazıklar veya kazıklı temeller kullanılır. Bu çalışmada radye vekazıklı radye temellerin taşıma gücü ve oturmasının belirlenmesi incelenmesi ve karşılaştırılmasıamaçlanmıştır. Bu amaçla bir deney düzeneği oluşturuldu; model radye ve model kazıklı radye temellerüzerine yükleme deneyleri gerçekleştirilmiştir. Sonuçlar, pahalı ve zaman alıcı saha denemeleriyapmadan, kumlu zeminlere gömülü kazıkların taşıma kapasitesinin ön değerlendirmesi ve oturması içinbir referans görevi görebilir.

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Cite This Article

ŞADOĞLU, E., ATEŞ, B. (2022). Experimental Investigation of Pile Addition and Length on Bearing Capacity and Settlement of Rafts on Loose Sandy Soil. Afyon Kocatepe Üniversitesi Fen ve Mühendislik Bilimleri Dergisi, Cilt: 21 - Sayı: 2, 399–407. https://ajindex.com/articles/429668

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References (8)

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