Contraction, Dilation, and Failure of Sand in Triaxial, Torsional, and Rotational Shear Tests-Reference-Cited by-同舟云学术

Contraction, Dilation, and Failure of Sand in Triaxial, Torsional, and Rotational Shear Tests

Published:2009-10 Issue:10 Volume:135 Page:1155-1165
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Chen Yie-Ruey¹²,Kutter Bruce L.¹²

Affiliation:

1. Associate Professor, Dept. of Land Management and Development, Chang Jung Christian Univ., 396, Sec. 1, Chang Jung Rd., Kway Jen, Tainan, Taiwan 71101 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering., Univ. of California, Davis, CA 95616.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282009%29135%3A10%281155%29

Reference26 articles.

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2. Bhatia S. K. Schwab J. and Ishibashi I. (1985). “Cyclic simple shear torsional shear and triaxial—A comparative study.” Proc. Advanced in the Art of Testing Soils Under Cyclic Conditions ASCE New York 232–254.

3. The strength and dilatancy of sands

4. Discussion: The strength and dilatancy of sands

5. Chen Y. R. (1995). “Behavior of fine sand in triaxial torsional and rotational shear tests.” Ph.D. dissertation Univ. of California Davis Calif.

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