Energy-Based Liquefaction Evaluation: The Port of Kushiro in Hokkaido, Japan, 2003 Tokachi-Oki Earthquake-Reference-Cited by-同舟云学术

Energy-Based Liquefaction Evaluation: The Port of Kushiro in Hokkaido, Japan, 2003 Tokachi-Oki Earthquake

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:

Ko Kil-Wan¹^ORCID,Kayen Robert E.²^ORCID,Kokusho Takaji³,Ilgac Makbule⁴^ORCID,Nozu Atsushi⁵,Nweke Chukwuebuka C.⁶

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531 (corresponding author). ORCID: .

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

3. Emeritus Professor, Dept. of Civil and Environmental Engineering, Chuo Univ., 46-5-1504 Senju-Asahicho, Adachi-ku, Tokyo 120-0026, Japan.

4. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, Berkeley, CA 94720. ORCID: .

5. Director, Dept. of Earthquake Disaster Prevention Engineering, Port and Airport Research Institute, 3-1-1 Nagase, Yokosuka 239-0826, Japan.

6. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11989

Reference47 articles.

1. Empirical Prediction of Liquefaction-Induced Lateral Spread

2. Orientation-Independent, Nongeometric-Mean Measures of Seismic Intensity from Two Horizontal Components of Motion

3. Performance-Based Assessment of Magnitude (Duration) Scaling Factors

4. Nonlinear shear mass participation factor (rd) for cyclic shear stress ratio evaluation

5. SPT-based probabilistic and deterministic assessment of seismic soil liquefaction triggering hazard