Instability of unsaturated soil slopes due to infiltration
- 1 April 2001
- journal article
- Published by Elsevier BV in Computers and Geotechnics
- Vol. 28 (3), 185-208
- https://doi.org/10.1016/s0266-352x(00)00027-6
Abstract
No abstract availableKeywords
This publication has 14 references indexed in Scilit:
- The effect of inÆltration on the stability of the slopes of a dry ash dumpGéotechnique, 1999
- Effects of horizontal drains on slope stability under rainfall by three-dimensional finite element analysisComputers and Geotechnics, 1998
- A numerical study of coupled consolidation in unsaturated soilsCanadian Geotechnical Journal, 1998
- A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepageComputers and Geotechnics, 1998
- An improved search strategy for the critical slip surface using finite element stress fieldsComputers and Geotechnics, 1997
- Slope Instability Caused by Small Variations in Hydraulic ConductivityJournal of Geotechnical and Geoenvironmental Engineering, 1997
- Effect of soil suction on slope stability at Notch HillCanadian Geotechnical Journal, 1989
- Transient seepage model for saturated–unsaturated soil systems: a geotechnical engineering approachCanadian Geotechnical Journal, 1987
- Multiple seepage faces on layered slopes and their implications for slope-stability analysisCanadian Geotechnical Journal, 1985
- The shear strength of unsaturated soilsCanadian Geotechnical Journal, 1978