Coupled hydro-mechanical analysis of slope under rainfall using modified elasto-plastic model for unsaturated soils
Authors:
- Liu-Jiang WangLWLiu-Jiang Wang
- Si-Hong LiuSLSi-Hong Liu
- Zhong-Zhi FuZFZhong-Zhi Fu
- Zhuo LiZLZhuo Li
- 8 May 2015
- journal article
- Published by Springer Nature in Journal of Central South University
- Vol. 22 (5) , 1892-1900
Abstract
No abstract availableThis publication has 18 references indexed in Scilit:
- Instability analysis and simulation of water infiltration into an unsaturated elasto-viscoplastic materialInternational Journal of Solids and Structures, 2010
- On constitutive modelling of unsaturated soilsActa Geotechnica, 2006
- Stability Analyses of Rainfall Induced LandslidesJournal of Geotechnical and Geoenvironmental Engineering, 2004
- Finite element formulation and algorithms for unsaturated soils. Part II: Verification and applicationInternational Journal for Numerical and Analytical Methods in Geomechanics, 2003
- An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviourGéotechnique, 2003
- Influence of rainfall on the deformation and stability of a slope in overconsolidated clays: a case studyHydrogeology Journal, 2003
- An effective stress elastic–plastic model for unsaturated porous mediaMechanics of Materials, 2002
- Instability of unsaturated soil slopes due to infiltrationComputers and Geotechnics, 2001
- An elasto-plastic critical state framework for unsaturated soilGéotechnique, 1995
- A constitutive model for partially saturated soilsGéotechnique, 1990