Three-dimensional stability analysis of slope in unsaturated soils considering strength nonlinearity under water drawdown
Authors:
- Jing-Shu XuJXJing-Shu Xu
- Xiao-Li YangXYXiao-Li Yang
- 1 April 2018
- journal article
- research article
- Published by Elsevier in Engineering Geology
- Vol. 237, 102-115
Abstract
No abstract availableKeywords
Funding Information
- Central South University (2015zzts061)
- National Natural Science Foundation of China (51378510)
This publication has 37 references indexed in Scilit:
- A slope movement in a complex rock formation: Deformation measurements and DEM modellingEngineering Geology, 2017
- On the seismic response of deep-seated rock slope instabilities — Insights from numerical modelingEngineering Geology, 2015
- Stiffness of intermediate unsaturated soil from simultaneous suction-controlled resonant column and bender element testingEngineering Geology, 2015
- Stability analysis of three-dimensional slopes under water drawdown conditionsCanadian Geotechnical Journal, 2014
- Stability charts for uniform slopes in soils with nonlinear failure envelopesEngineering Geology, 2014
- Application of the discrete element method for modeling of rock crack propagation and coalescence in the step-path failure mechanismEngineering Geology, 2013
- Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test ProgramJournal of Geotechnical and Geoenvironmental Engineering, 2008
- The relationship of the unsaturated soil shear strength to the soil-water characteristic curveCanadian Geotechnical Journal, 1996
- Equations for the soil-water characteristic curveCanadian Geotechnical Journal, 1994
- The shear strength of unsaturated soilsCanadian Geotechnical Journal, 1978