Constitutive modeling of effects of path-dependent full-strain-range nonlinearity on cyclic behavior of undrained clays
Authors:
- He CuiHCHe Cui
- Zhenhao ShiZSZhenhao Shi
- Senjie TongSTSenjie Tong
- Maosong HuangMHMaosong Huang
- Bin WangBWBin Wang
- 29 June 2025
- journal article
- Published by Elsevier in Computers and Geotechnics
- Vol. 186
Abstract
No abstract availableFunding Information
- National Natural Science Foundation of China (42377153, 41902278)
This publication has 50 references indexed in Scilit:
- Inferred Winkler model for uplift response of suction caisson in undrained claysActa Geotechnica, 2023
- AUS: Anisotropic undrained shear strength model for claysInternational Journal for Numerical and Analytical Methods in Geomechanics, 2019
- A two-surface plasticity model for cyclic behavior of saturated clayActa Geotechnica, 2019
- NGI‐ADP: Anisotropic shear strength model for clayInternational Journal for Numerical and Analytical Methods in Geomechanics, 2011
- A small‐strain overlay modelInternational Journal for Numerical and Analytical Methods in Geomechanics, 2008
- A high-cycle accumulation model for sandComputers and Geotechnics, 2005
- Combining upper bound and strain path methods for evaluating penetration resistanceInternational Journal for Numerical Methods in Engineering, 2005
- A hypoplastic constitutive model for claysInternational Journal for Numerical and Analytical Methods in Geomechanics, 2005
- Aspects of finite element implementation of critical state modelsComputational Mechanics, 2000
- Hypoplastic model for cohesionless soils with elastic strain rangeMechanics of Cohesive-frictional Materials, 1997