A novel constitutive model for geomaterials in hyperplasticity
Authors:
- Zhenguo ZhangZZZhenguo Zhang
- Yongqiang ChenYCYongqiang Chen
- Zhuping HuangZHZhuping Huang
- 1 June 2018
- journal article
- research article
- Published by Elsevier in Computers and Geotechnics
- Vol. 98, 102-113
Abstract
No abstract availableKeywords
Funding Information
- Zigong Science and Technology Program of China (2017YFC0803300)
- National Natural Science Foundation of China (11272007, 11332001)
This publication has 31 references indexed in Scilit:
- Yielding and plastic behaviour of Boom clayGéotechnique, 2010
- UH model: three-dimensional unified hardening model for overconsolidated claysGéotechnique, 2009
- Micromechanical approach to the strength properties of frictional geomaterialsEuropean Journal of Mechanics - A/Solids, 2009
- Continuum modeling of a porous solid with pressure-sensitive dilatant matrixJournal of the Mechanics and Physics of Solids, 2008
- Elastic/plastic models for soils and sandsInternational Journal of Mechanical Sciences, 2005
- Yield criteria for quasibrittle and frictional materialsInternational Journal of Solids and Structures, 2004
- Pressure-Dependent Elasticity and Energy Conservation in Elastoplastic Models for SoilsJournal of Geotechnical and Geoenvironmental Engineering, 2004
- A systematic procedure for constructing critical state models in three dimensionsInternational Journal of Solids and Structures, 2003
- A theoretical framework for constructing elastic/plastic constitutive models of triaxial testsInternational Journal for Numerical and Analytical Methods in Geomechanics, 2002
- State Pressure Index for Modeling Sand BehaviorJournal of Geotechnical and Geoenvironmental Engineering, 2002