Discussion of “A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils”-Reference-Cited by-同舟云学术

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Discussion of “A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils”

Published:2023-07 Issue:7 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Jana Amalesh¹,Stuedlein Armin W.²^ORCID

Affiliation:

1. Postdoctoral Researcher, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331.

2. Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author). 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-11311

Reference30 articles.

1. Centrifuge and Large-Scale Modeling of Seismic Pore Pressures in Sands: Cyclic Strain Interpretation

2. Cao Z. 2010. “Characteristics of soil liquefaction in the great Wenchuan earthquake and procedures for gravelly soil liquefaction evaluation.” Ph.D. thesis Institute of Engineering Mechanics China Earthquake Administration.

3. Gravelly soils that liquefied during 2008 Wenchuan, China earthquake, Ms=8.0

4. Chinese Dynamic Penetration Test for Liquefaction Evaluation in Gravelly Soils

5. Liquefaction effects and associated damages observed at the Wellington CentrePort from the 2016 Kaikoura earthquake

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