Cyclic Triaxial Test to Measure Strain-Dependent Shear Modulus of Unsaturated Sand-Reference-Cited by-同舟云学术

Cyclic Triaxial Test to Measure Strain-Dependent Shear Modulus of Unsaturated Sand

Published:2017-09 Issue:9 Volume:17 Page:04017043
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ghayoomi Majid¹,Suprunenko Ganna²,Mirshekari Morteza²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of New Hampshire, 33 Academic Way, Durham, NH 03824 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of New Hampshire, 33 Academic Way, Durham, NH 03824.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000917

Reference42 articles.

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2. Shear modulus and damping ratio of unsaturated kaolin measured by new suction-controlled cyclic triaxial device;Biglari M.;Geotech. Test. J.,2011

3. The principle of effective stress;Bishop A. W.;Tek. Ukeblad,1959

4. Pore water pressure response of soil subjected to dynamic loading under saturated and unsaturated conditions;Cary C. E.;Int. J. Geomech.,2016

5. Unsaturated Particulate Materials—Particle-Level Studies

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