Behavior of Geosynthetic Reinforced Soil Foundation Systems Supported on Stiff Clay Subgrade-Reference-Cited by-同舟云学术

Behavior of Geosynthetic Reinforced Soil Foundation Systems Supported on Stiff Clay Subgrade

Published:2016-10 Issue:5 Volume:16 Page:04016007
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Biswas Arghadeep¹,Krishna A. Murali²,Dash Sujit Kumar³

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, Guwahati 781039, India (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Guwahati 781039, India.

3. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur 721302, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000559

Reference46 articles.

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3. ASTM. (2015). “Standard test method for determining tensile properties of geogrids by single or multi-rib tensile test methods.” ASTM D6637-01 West Conshohocken PA.

4. Bearing capacity tests on reinforced earth slabs;Binquet J.;J. Geotech. Engrg. Div.,1975

5. Influence of subgrade strength on the performance of geocell-reinforced foundation systems

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