Unified Model for Small-Strain Shear Modulus of Variably Saturated Soil-Reference-Cited by-同舟云学术

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Unified Model for Small-Strain Shear Modulus of Variably Saturated Soil

Published:2016-09 Issue:9 Volume:142 Page:04016039
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dong Yi¹,Lu Ning²,McCartney John S.³

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Colorado School of Mines, 1012 14th St., Golden, CO 80401.

2. Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, 1012 14th St., Golden, CO 80401 (corresponding author).

3. Associate Professor, Dept. of Structural Engineering, Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001506

Reference36 articles.

1. The principle of effective stress;Bishop A. W.;Teknisk Ukeblad I Samarbeide Med Teknikk,1959

2. Unsaturated Particulate Materials—Particle-Level Studies

3. Stiffness at small strain: research and practice

4. Elastic wave velocities in granular soils;Hardin B. O.;J. Soil Mech. and Found. Div.,1963

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