EVALUATION OF BEARING CAPACITY INCREASE FOR WOVEN GEOTEXTILE REINFORCED SOILS IN TERMS OF WIDTH OF FOOTING

Bayram Ateş; Erol Şadoğlu

doi:10.17780/ksujes.1358122

EN TR

EVALUATION OF BEARING CAPACITY INCREASE FOR WOVEN GEOTEXTILE REINFORCED SOILS IN TERMS OF WIDTH OF FOOTING

Abstract

If it is understood that a soil medium cannot safely support the planned structure from the point of bearing capacity and settlement, various options can be applied in geotechnical engineering. These are relocation of the structure, usage of deep foundation, stabilisation of the soil, substitution of weak soil with well-graded coarse-grained soil by compaction, usage of geosynthetics, etc. These alternatives are evaluated according to the cost and availability of necessary materials and equipment. Geotextiles, one of the geosynthetic products, have been widely used for soil reinforcement recently. Therefore, the study intends to specify the soil's bearing capacity increase with geotextile and its dependence on footing width. For this aim, a testing apparatus has been produced, and the experiments have been conducted with a strip footing model on soil with various relative densities. Besides, this test setup was simulated with PLAXIS 2D software depending on the finite element method (FEM), and numerical analyses were performed. The numerical results were compared with the laboratory tests to verify parameters of M-C material model. Consequently, the study stated that the relative density of the sand, footing width, and reinforcement layer are significant factors for the bearing capacity increase of granular soils.

Keywords

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yok

References

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Details

Primary Language

English

Subjects

Civil Geotechnical Engineering

Journal Section

Research Article

Authors

Bayram Ateş ^*
0000-0002-1251-7053
Türkiye

Erol Şadoğlu
0000-0003-3757-5126
Türkiye

Publication Date

June 3, 2024

Submission Date

September 10, 2023

Acceptance Date

January 12, 2024

Published in Issue

Year 1970 Volume: 27 Number: 2

DOI

https://doi.org/10.17780/ksujes.1358122

IZ

https://izlik.org/JA72XE94GH

Cite

RIS / Bibtex

APA

Ateş, B., & Şadoğlu, E. (2024). EVALUATION OF BEARING CAPACITY INCREASE FOR WOVEN GEOTEXTILE REINFORCED SOILS IN TERMS OF WIDTH OF FOOTING. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi, 27(2), 325-339. https://doi.org/10.17780/ksujes.1358122

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Numerical study of comparing skirt sandpile with deep cement pile to improve load‒settlement response of circular footing in layered soils: Centric and eccentric effects

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Effect of Footing Size and Ground Heterogeneity on Bearing Pressure-Settlement Response of Circular Footings on Compressible Ground

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https://doi.org/10.1007/s40515-025-00756-9

EVALUATION OF BEARING CAPACITY INCREASE FOR WOVEN GEOTEXTILE REINFORCED SOILS IN TERMS OF WIDTH OF FOOTING

EVALUATION OF BEARING CAPACITY INCREASE FOR WOVEN GEOTEXTILE REINFORCED SOILS IN TERMS OF WIDTH OF FOOTING

Abstract

Keywords

ÖRGÜLÜ GEOTEKSTİL İLE GÜÇLENDİRİLMİŞ ZEMİNLER İÇİN TAŞIMA KAPASİTESİ ARTIŞININ TEMEL GENİŞLİĞİ AÇISINDAN DEĞERLENDİRİLMESİ

Öz

Anahtar Kelimeler

Project Number

References

Details

Primary Language

Subjects

Journal Section

Authors

Publication Date

Submission Date

Acceptance Date

Published in Issue

DOI

IZ

Cite

Cited By

Numerical study of comparing skirt sandpile with deep cement pile to improve load‒settlement response of circular footing in layered soils: Centric and eccentric effects

Effect of Footing Size and Ground Heterogeneity on Bearing Pressure-Settlement Response of Circular Footings on Compressible Ground