Scaling Shear Modulus from Small to Finite Strain for Unsaturated Soils-Reference-Cited by-同舟云学术

Scaling Shear Modulus from Small to Finite Strain for Unsaturated Soils

Published:2018-02 Issue:2 Volume:144 Page:04017110
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Dong Yi¹^ORCID,Lu Ning²,McCartney John S.³

Affiliation:

1. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, P.R. China; formerly, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401 (corresponding author). ORCID: .

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

3. Associate Professor, Dept. of Structural Engineering, Univ. of California San Diego, La Jolla, CA 92131.

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.1943-5606.0001819

Reference42 articles.

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2. Non-linear soil stiffness in routine design

3. Dynamic Properties of Piedmont Residual Soils

4. Stiffness at small strain: research and practice

5. Darendeli M. B. (1997). “Dynamic properties of soils subjected to 1994 Northridge earthquake.” M.S. thesis Univ. of Texas at Austin Austin TX.

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