Elastoplastic Modeling of Sandy Clays Based on Equivalent Void Ratio Concept-Reference-Cited by-同舟云学术

Elastoplastic Modeling of Sandy Clays Based on Equivalent Void Ratio Concept

Published:2023-08 Issue:8 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zeng Yiwen¹^ORCID,Shi Xiusong²^ORCID,Xiong Hao³,Chen Wenbo⁴,Bian Xia⁵

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment, Engineering, Hohai Univ., Nanjing 210098, China. ORCID: .

2. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). ORCID: .

3. Associate Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, China.

4. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong 999077, China.

5. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment, Engineering, Hohai Univ., Nanjing 210098, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8603

Reference51 articles.

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3. The Third Glossop Lecture: Clay sediments in depositional basins: The geotechnical cycle;Chandler R. J.;Q. J. Eng. Geol. Hydrogeol.,2000

4. A micro-mechanics based viscoplastic model for clayey rocks;Farhat F.;Comput. Geotech.,2017

5. Liquefaction triggering in silty sands: Effects of non-plastic fines and mixture-packing conditions;Gobbi S.;Acta Geotech.,2022

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