Mean and Variance of Mobilized Shear Strength for Spatially Variable Soils under Uniform Stress States-Reference-Cited by-同舟云学术

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Mean and Variance of Mobilized Shear Strength for Spatially Variable Soils under Uniform Stress States

Published:2014-03 Issue:3 Volume:140 Page:487-501
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Ching Jianye¹,Phoon Kok-Kwang²,Kao Ping-Hsun³

Affiliation:

1. Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei 106, Taiwan (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576.

3. Graduate Student, Dept. of Civil Engineering, National Taiwan Univ., Taipei 106, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000667

Reference15 articles.

1. Capturing strain localization in dense sands with random density

2. A generic approach to soil–structure interaction considering the effects of soil heterogeneity

3. Effect of element sizes in random field finite element simulations of soil shear strength

4. Mobilized shear strength of spatially variable soils under simple stress states

5. An Introduction to the Bootstrap

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