Influence of the intermediate principal stress and principal stress direction on the mechanical behavior of cohesionless soils using the discrete element method
- 1 June 2017
- journal article
- research article
- Published by Elsevier in Computers and Geotechnics
- Vol. 86, 52-66
Abstract
No abstract availableKeywords
Funding Information
- National Key Research and Development Program of China (2016YFC0800201)
- Zhejiang Natural Science Foundation (LY17E080012)
- Wenzhou Technological Planning Program (G20160009)
This publication has 46 references indexed in Scilit:
- Non-Coaxiality and Energy Dissipation in Granular MaterialsSoils and Foundations, 2000
- Bifurcation and shear band propagation in sandsGéotechnique, 1999
- Effect of intermediate principal stress on the deformation response of sandCanadian Geotechnical Journal, 1996
- Model for the Deformation of Sand During Rotation of Principal Stress DirectionsSoils and Foundations, 1993
- Flow Theory for Sand During Rotation of Principal Stress DirectionSoils and Foundations, 1991
- Effects of Initial Anisotropic Fabric and σ2 On Strength and Deformation Characteristics of SandSoils and Foundations, 1988
- Deformation Behavior of Anisotropic Dense Sand Under Principal Stress Axes RotationSoils and Foundations, 1986
- Sand Response to Cyclic Rotation of Principal Stress Directions as Induced by Wave LoadsSoils and Foundations, 1983
- Anisotropic Deformation-Strength Characteristics of an Assembly of Spherical Particles Under three Dimensional StressesSoils and Foundations, 1981
- A Note on the Drained Strength of Sand Under Generalized Strain ConditionsGéotechnique, 1969