A Fully Coupled Numerical Framework for Predicting Dynamic Behavior in Unsaturated Soils and Its Application to Embankment Seismic Analysis-Reference-Cited by-同舟云学术

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A Fully Coupled Numerical Framework for Predicting Dynamic Behavior in Unsaturated Soils and Its Application to Embankment Seismic Analysis

Published:2024-07 Issue:7 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xie Yi¹,Zhu Wenxuan¹,Xiong Yonglin²,Ye Guanlin³^ORCID

Affiliation:

1. State Key Laboratory of Ocean Engineering, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China.

2. Institute of Geotechnical Engineering, Ningbo Univ., Ningbo 315211, China.

3. State Key Laboratory of Ocean Engineering, Dept. of Civil Engineering, Shanghai Jiao Tong Univ., Shanghai 200240, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9158

Reference43 articles.

1. NUMERICAL ANALYSIS OF MULTI-DIMENSIONAL CONSOLIDATION ACCOMPANIED WITH ELASTO-PLASTIC CONSTITUTIVE EQUATION

2. A microstructurally based effective stress for unsaturated soils

3. Super Loading Yield Surface Concept for the Saturated Structured Soils

4. On the mechanical energy and effective stress in saturated and unsaturated porous continua

5. Yielding and plastic behaviour of an unsaturated compacted silt

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