Numerical Simulation of MSE Wall Behavior Induced by Surface-Water Infiltration
- 1 December 2013
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Geotechnical and Geoenvironmental Engineering
- Vol. 139 (12), 2110-2124
- https://doi.org/10.1061/(asce)gt.1943-5606.0000927
Abstract
No abstract availableThis publication has 14 references indexed in Scilit:
- Influence of soil type and stress state on predicting shear strength of unsaturated soils using the soil-water characteristic curveCanadian Geotechnical Journal, 2011
- Case History of Geosynthetic Reinforced Segmental Retaining Wall FailureJournal of Geotechnical and Geoenvironmental Engineering, 2006
- Numerical Model for Reinforced Soil Segmental Walls under Surcharge LoadingJournal of Geotechnical and Geoenvironmental Engineering, 2006
- Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditionsCanadian Geotechnical Journal, 2005
- Instability of unsaturated soil slopes due to infiltrationComputers and Geotechnics, 2001
- Influence of Stress State on Soil-Water Characteristics and Slope StabilityJournal of Geotechnical and Geoenvironmental Engineering, 2000
- Model for the prediction of shear strength with respect to soil suctionCanadian Geotechnical Journal, 1996
- Equations for the soil-water characteristic curveCanadian Geotechnical Journal, 1994
- Review of Wetting‐Induced Collapse in Compacted SoilJournal of Geotechnical Engineering, 1992
- A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated SoilsSoil Science Society of America Journal, 1980