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Journals / Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi / 2018 / Cilt: 20 - Sayı: 60

Factors Effecting the Shear Strength of Geotextile Reinforced Compacted Clays

Geotekstil Donatılı Kil Zeminlerin Kayma Dayanımına Etki Eden Faktörler

EYYÜB KARAKAN
Pages
725–742
DOI
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AI Summary & Key Takeaways

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⚡ TL;DR(Too Long; Didn't Read)

For this aim, parameters including geotextile type (nonwoven, woven), water content, rate of loading and the number of geotextile layers were analyzed .

📌 3 Key Takeaways

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Objective & Hypothesis:In this study, it was aimed to investigate the potential advantages of the use of geotextiles as a reinforcing material, and an evaluation of their effects on mechanical behavior of clayey soils was made, including a comparison of the experimental results obtained with those from earlier studies concentrated on the same topic.
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Key Findings & Data:As a result, a series of unconfined compression tests were conducted to evaluate certain parameters which possibly influences the behavior of geotextile reinforced clayey soil.
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Conclusion & Impact:For this aim, parameters including geotextile type (nonwoven, woven), water content, rate of loading and the number of geotextile layers were analyzed .
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Geosentetik · Kil Zemin · Serbest Basınç Deneyi

Abstract

In this study, it was aimed to investigate the potential advantages of the use of geotextiles as a reinforcing material, and an evaluation of their effects on mechanical behavior of clayey soils was made, including a comparison of the experimental results obtained with those from earlier studies concentrated on the same topic. As a result, a series of unconfined compression tests were conducted to evaluate certain parameters which possibly influences the behavior of geotextile reinforced clayey soil. For this aim, parameters including geotextile type (nonwoven, woven), water content, rate of loading and the number of geotextile layers were analyzed .

Özet

Bu çalışmada donatılı zemin olarak geotekstil kullanımının potansiyel avantajlarının araştırılması amaçlanmış ve kil zeminlerin mekanik davranışına olan etkileri hesaplanmıştır. Elde edilen deneysel sonuçlar ile aynı konuda daha önceki çalışmaların karşılaştırması yapılmıştır. Sonuç olarak, geotekstille güçlendirilmiş kil zeminin davranışını etkileyebilecek bazı parametreler tanımlanmış ve bir dizi serbest basınç deneyi gerçekleştirilmiştir. Bu amaçla, incelenen parametreler, geotekstil türü (örgülü, örgüsüz), su içeriği, yükleme hızı ve kullanılan geotekstil katmanlarının sayısını içermektedir.

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Cite This Article

KARAKAN, E. (2018). Factors Effecting the Shear Strength of Geotextile Reinforced Compacted Clays. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi, Cilt: 20 - Sayı: 60, 725–742. https://ajindex.com/articles/222280

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