Stress Distribution below a Continuous Footing on Geotextile-Reinforced Soil-Reference-Cited by-同舟云学术

Stress Distribution below a Continuous Footing on Geotextile-Reinforced Soil

Published:2018-03 Issue:3 Volume:18 Page:06018005
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cicek Elif¹,Guler Erol²,Yetimoglu Temel³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Hacettepe Univ., Ankara 06800, Turkey (corresponding author).

2. Professor, Dept. of Civil Engineering, Bogazici Univ., Istanbul 34470, Turkey.

3. Emeritus Professor, Dept. of Civil Engineering, Ataturk Univ., Erzurum 25240, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001095

Reference36 articles.

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2. Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations

3. Al-Qadi I. L. Brandon T. L. and Bhutta S. A. (1997). “Geosynthetic stabilized flexible pavements.” Proc. Conf. Geosynthetics ’97 Industrial Fabrics Association International St. Paul MN 647–661.

4. Laboratory evaluation of geosynthetic reinforced pavement sections;Al-Qadi I. L.;Transp. Res. Rec.,1994

5. Geogrid in Flexible Pavements

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