Bounding Surface Plasticity Model for Clay under Cyclic Loading Conditions Considering Fabric Anisotropy-Reference-Cited by-同舟云学术

Bounding Surface Plasticity Model for Clay under Cyclic Loading Conditions Considering Fabric Anisotropy

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Yu Y.¹,Yang Z. X.²^ORCID

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Zhejiang Univ., Zijingang Campus, 866 Yuhangtang, Hangzhou 310057, China.

2. Professor, Dept. of Civil Engineering, Zhejiang Univ., B712, Anzhong Building, Zijingang Campus, Hangzhou 310058, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-7148

Reference60 articles.

1. Budhu, M. 2010. Soil mechanics and foundation. 3rd ed., 324–421. New York: Wiley.

2. A two-surface plasticity model for cyclic behavior of saturated clay

3. A family of improved yield surfaces and their application in modeling of isotropically over-consolidated clays

4. A bounding surface model for anisotropically overconsolidated clay incorporating thermodynamics admissible rotational hardening rule

5. A simple anisotropic bounding surface model for saturated clay considering the cyclic degradation

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