Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail-Soil Interface-Reference-Cited by-同舟云学术

Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail-Soil Interface

Published:2012-06 Issue:3 Volume:12 Page:309-317
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yin Jian-Hua¹,Hong Cheng-Yu²,Zhou Wan-Huan³

Affiliation:

1. Professor, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

2. Ph.D. student, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China (corresponding author).

3. Assistant Professor, Faculty of Science and Technology, Univ. of Macau, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000151

Reference31 articles.

1. Elias V. and Juran I. (1989). “Soil nailing for stabilization of highway slopes and excavations.” Rep. FHWA-RD-89-198 Federal Highway Administration U.S. Dept. of Transportation Washington DC.

2. Soil Mechanics for Unsaturated Soils

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