Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering-Reference-Cited by-同舟云学术

Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering

Published:2024-01 Issue:1 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Gao Hongmei¹,Sun Jinjing²,Stuedlein Armin W.³^ORCID,Li Shuaixue⁴,Wang Zhihua¹,Liu Lu⁵,Zhang Xinlei⁶

Affiliation:

1. Professor, Urban Underground Space Research Center, Jiangsu Province Engineering Research Center of Transportation Infrastructure Security Technology, Nanjing Tech Univ., 30 South Puzhu Rd., Nanjing, Jiangsu 211816, China.

2. Doctoral Candidate, Urban Underground Space Research Center, Nanjing Tech Univ., 30 South Puzhu Rd., Nanjing, Jiangsu 211816, China.

3. Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331. ORCID:

4. Master’s Candidate, Urban Underground Space Research Center, Nanjing Tech Univ., 30 South Puzhu Rd., Nanjing, Jiangsu 211816, China.

5. Associate Professor, Urban Underground Space Research Center, Jiangsu Province Engineering Research Center of Transportation Infrastructure Security Technology, Nanjing Tech Univ., 30 South Puzhu Rd., Nanjing, Jiangsu 211816, China (corresponding author).

6. Associate Professor, Urban Underground Space Research Center, Jiangsu Province Engineering Research Center of Transportation Infrastructure Security Technology, Nanjing Tech Univ., 30 South Puzhu Rd., Nanjing, Jiangsu 211816, China.

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-11872

Reference42 articles.

1. Magnitude scaling factors in liquefaction triggering procedures

2. Experimental investigation on fluid characteristics of medium dense saturated fine sand in pre-and post-liquefaction;Chen G.;Bull. Earthquake Eng.,2016

3. The influence of undrained cyclic loading patterns and consolidation states on the deformation features of saturated fine sand over a wide strain range;Chen G.;Eng. Geol.,2016

4. Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands

5. System response of liquefiable deposits

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