Direct Shear Testing Study of the Interface Behavior between Steel Plate and Compacted Completely Decomposed Granite under Different Vertical Stresses and Suctions-Reference-Cited by-同舟云学术

Direct Shear Testing Study of the Interface Behavior between Steel Plate and Compacted Completely Decomposed Granite under Different Vertical Stresses and Suctions

Published:2018-01 Issue:1 Volume:144 Page:04017148
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Borana L.¹,Yin Jian-Hua²,Singh D. N.³,Shukla S. K.⁴,Tong F.⁵

Affiliation:

1. Formerly, Research Associate, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong 999077, China.

2. Professor, PolyU Shenzhen Research Institute, Shenzhen, China; Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong 999077, China (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 6027, Australia.

5. Associate Professor, College of Architecture and Civil Engineering, Taiyuan Univ. of Technology, Shanxi 030024, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001352

Reference30 articles.

1. Borana L. Xu D. S. and Yin J. H. (2011). “Study on the interface between unsaturated soil and rough steel plate from suction controlled direct shear tests.” Proc. 14th Asian Regional Conf. Hong Kong Polytechnic Univ. Hong Kong.

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

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

4. Basic features of soil structure interface behaviour

5. The shaft friction of piles in cohesive soils in terms of effective stress;Chandler R. J.;Civil Eng. Public Works. Rev.,1968

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