Experimental Studies and Constitutive Modeling of Static Liquefaction Instability in Sand

Experimental Studies and Constitutive Modeling of Static Liquefaction Instability in Sand–Clay Mixtures

Published:2022-09 Issue:9 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lü Xilin¹,Xue Dawei²,Zhang Bin³,Zhong Qifeng⁴^ORCID

Affiliation:

1. Professor, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education and Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

2. Ph.D. Candidate, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

3. Graduate Student, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

4. Graduate Student, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002472

Reference66 articles.

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4. Stress–dilatancy in very loose sand;Been K.;Can. Geotech. J.,2004

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