The Effect of Initial Static Shear Stress on Liquefaction Triggering of Coarse-Grained Materials-Reference-Cited by-同舟云学术

The Effect of Initial Static Shear Stress on Liquefaction Triggering of Coarse-Grained Materials

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kim Jongchan¹,Athanasopoulos-Zekkos Adda²^ORCID,Zekkos Dimitrios³^ORCID

Affiliation:

1. Assistant Professor, Civil Engineering, Dept. of Sustainable Engineering, Pukyong National Univ., Busan 48513, South Korea; formerly, Dept. of Civil and Environmental Engineering, Univ. of California at Berkeley, Berkeley, CA 94720.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Berkeley, Berkeley, CA 94720 (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Berkeley, Berkeley, CA 94720. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12282

Reference80 articles.

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2. Basham, M., A. Athanasopoulos-Zekkos, and D. Zekkos. 2019. “The importance of vertical displacement control during constant volume cyclic direct simple shear testing.” In Earthquake geotechnical engineering for protection and development of environment and constructions, 1354–1361. Rome, Italy: CRC Press.

3. A state parameter for sands

4. Bhatia, S. K., J. Schwab, and I. Ishibashi. 1985. “Advances in the art of testing soils under cyclic conditions.” In Proc., Session Held in Conjunction with the ASCE Convention, 232–254. Reston, VA: ASCE.

5. Relating Kα to Relative State Parameter Index