Interface Behavior from Suction-Controlled Direct Shear Test on Completely Decomposed Granitic Soil and Steel Surfaces-Reference-Cited by-同舟云学术

Interface Behavior from Suction-Controlled Direct Shear Test on Completely Decomposed Granitic Soil and Steel Surfaces

Published:2016-12 Issue:6 Volume:16 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Borana L.¹,Yin J.-H.²,Singh D. N.³,Shukla S. K.⁴

Affiliation:

1. Research Associate (formerly, Ph.D. Student), Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

2. Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong (corresponding author).

3. Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400 076, India.

4. Associate Professor, Dept. of Civil Engineering, Edith Cowan Univ., Joondalup, Perth, WA 6027, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000658

Reference37 articles.

1. The principle of effective stress.” Lecture delivered in Oslo, Norway, in 1955;Bishop A. W.;Tecknisk Ukeblad I Samarbeide Med Teknikk,1959

2. A Modified Suction-Controlled Direct Shear Device for Testing Unsaturated Soil and Steel Plate Interface

3. Basic features of soil structure interface behaviour

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