The Liquefaction and Cyclic Mobility Performance of Embankment Systems Constructed with Different Sand Gradations-Reference-Cited by-同舟云学术

The Liquefaction and Cyclic Mobility Performance of Embankment Systems Constructed with Different Sand Gradations

Published:2023-10 Issue:10 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Carey Trevor J.¹^ORCID,Love Nathan C.²,DeJong Jason T.³^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4 (corresponding author). ORCID: .

2. Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of California at Davis, Davis, CA 95616.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Davis, Davis, CA 95616. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11501

Reference64 articles.

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2. Andrus, R. 1994. In situ characterization of gravelly soils that liquefied in the 1983 Borah Peak earthquake. Austin, TX: Univ. of Texas at Austin.

3. Liquefaction Resistance of Soils from Shear-Wave Velocity

4. Arulanandan K. and R. Scott eds. 1993. “Verification of numerical procedures for the analysis of soil liquefaction problems.” In Proc. Int. Conf. on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems. Rotterdam Netherlands: A. A. Balkema.

5. Blast-Induced Liquefaction for Full-Scale Foundation Testing

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