Variation of Small-Strain Shear Modulus of Unsaturated Silt under Successive Cycles of Drying and Wetting-Reference-Cited by-同舟云学术

Variation of Small-Strain Shear Modulus of Unsaturated Silt under Successive Cycles of Drying and Wetting

Published:2020-07 Issue:7 Volume:146 Page:04020050
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Khosravi Ali¹^ORCID,Hashemi Amirhossein²,Ghadirianniari Sahar³,Khosravi Mohammad⁴

Affiliation:

1. Research Associate, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331; Adjunct Professor, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran, Iran (corresponding author). ORCID: .

2. Graduate Student, School of Energy, Geoscience, Infrastructure & Society Institute for Infrastructure & Environment, Heriot-Watt Univ., Edinburgh EH14 4AS, UK.

3. Ph.D. Student, Dept. of Earth Ocean and Atmospheric Sciences, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4.

4. Assistant Professor, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT 59717.

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.1943-5606.0002275

Reference44 articles.

1. Cabarkapa Z. T. Cuccovillo and M. Gunn. 1999. “Some aspects of the pre-failure behavior of unsaturated soil.” In Vol. 1 of Proc. 2nd Int. Conf. on Pre-Failure Behavior of Geomaterials 159–165. Rotterdam Netherlands: A.A.Balkema.

2. The measurement of vertical shear-wave velocity using side-mounted bender elements in the triaxial apparatus

3. Correlation between Small-Strain Shear Modulus and Suction Stress in Capillary Regime under Zero Total Stress Conditions

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

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