Stress and Deformation Characteristics of Nonwoven Geotextile Reinforced Sand Under Different Directions of Principal Stress-Reference-Cited by-同舟云学术

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Stress and Deformation Characteristics of Nonwoven Geotextile Reinforced Sand Under Different Directions of Principal Stress

Published:2017-10-16 Issue:4 Volume:3 Page:
ISSN:2199-9260
Container-title:International Journal of Geosynthetics and Ground Engineering
language:en
Short-container-title:Int. J. of Geosynth. and Ground Eng.

Author:

Al-Rkaby Alaa H. J.,Nikraz H. R.,Chegenizadeh A.

Funder

Higher Committee for Education Development in Iraq (HCED)

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40891-017-0111-9/fulltext.html

Reference47 articles.

1. Chandrasekaran B, Broms BB, Wong KS (1989) Strength of fabric reinforced sand under axisymmetric loading. Geotext Geomembr 8(4):293–310

2. Bathurst RJ, Karpurapu R (1993). Large-scale triaxial compression testing of geocell-reinforced granular soils. Geotech Test J, 16(3):296–303

3. Das BM, Omar MT (1994) The effects of foundation width on model tests for the bearing capacity of sand with geogrid reinforcement. Geotech Geol Eng 12(2):133–141

4. Higuchi T, Ishihara K, Tsukamoto Y, Masuo T (1998) Deformation and strength of geogrid-reinforced granular soil at plane strain conditions. Soils Found 38(1):221–227

5. Haeri SM, Noorzad R, Oskoorouchi AM (2000) Effect of geotextile reinforcement on the mechanical behavior of sand. Geotext Geomembr 18(6):385–402

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