Elastoplastic Model of Sand Based on Double-State Parameters under Complex Loading Conditions-Reference-Cited by-同舟云学术

Elastoplastic Model of Sand Based on Double-State Parameters under Complex Loading Conditions

Published:2021-02 Issue:2 Volume:21 Page:04020256
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wan Zheng¹,Song Chenchen²,Gao Wensheng³

Affiliation:

1. Associate Research Fellow, 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. Research Fellow, Research Institute of Base and Foundation, China Academy of Building Research, Beijing 100013, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001915

Reference41 articles.

1. An Elasto-plastic Description of Two Distinct Volume Change Mechanisms of Soils

2. The critical state of sands

3. A Model for Clay Using Modified Stress Under Various Loading Conditions with the Application of Subloading Concept

4. Stress field due to elastic mass growth on spherical and cylindrical;Dafalias Y. F.;Int. J. Solids Struct.,2008

5. A model of nonlinearly hardening materials for complex loading

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