Elastoplastic Constitutive Model Describing Dilatancy Behavior of Overconsolidated Clay-Reference-Cited by-同舟云学术

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Elastoplastic Constitutive Model Describing Dilatancy Behavior of Overconsolidated Clay

Published:2021-03 Issue:3 Volume:21 Page:04021008
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wan Zheng¹,Song Chenchen²,Xue Songtao³,Xie Liyu⁴

Affiliation:

1. Associate Researcher, Research Institute of Base and Foundation, China Academy of Building Research, Beijing 100013, China (corresponding author).

2. Engineer, China State Construction Engineering Corporation, China Construction Infrastructure Co., Ltd., Beijing 100013, China.

3. Professor, Dept. of Disaster Mitigation for Structure, Tongji Univ., Shanghai 200092, China.

4. Associate Professor, Dept. of Disaster Mitigation for Structure, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001947

Reference35 articles.

1. A plasticity model for the mechanical behaviour of anisotropically consolidated clay

2. Shear failure of anisotropic materials;Casagrande A.;Boston Soc. Civ. Eng. J.,1944

3. Bounding Surface Plasticity. I: Mathematical Foundation and Hypoplasticity

4. A hierarchical approach for constitutive modelling of geologic materials

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2. Elastoplastic constitutive model for overconsolidated clays with an advanced dilatancy relation;International Journal for Numerical and Analytical Methods in Geomechanics;2024-07-03

3. Geotechnical analysis involving strain localization of overconsolidated soils based on unified hardening model with hardening variable updated by a composite scheme;International Journal for Numerical and Analytical Methods in Geomechanics;2024-04

4. A unified critical state parameter model for sand and overconsolidated clay in the framework of subloading surface theory;Canadian Geotechnical Journal;2023-10-01

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