Effect of repeated rise and fall of water level on seepage-induced deformation and related stability analysis of Princeville levee
Authors:
- Rowshon JadidRJRowshon Jadid
- Brina M. MontoyaBMBrina M. Montoya
- Victoria BennettVBVictoria Bennett
- Mohammed A. GabrMGMohammed A. Gabr
- 1 March 2020
- journal article
- research article
- Published by Elsevier in Engineering Geology
- Vol. 266
Abstract
No abstract availableKeywords
Funding Information
- U.S. Department of Homeland Security (2015-ST-061-ND0001-01)
This publication has 26 references indexed in Scilit:
- Stiffness and strength parameters for hardening soil model of soft and stiff Bangkok claysSoils and Foundations, 2012
- Stability analysis of slopes in soils with strain-softening behaviourComputers and Geotechnics, 2010
- Overview of New Orleans Levee Failures: Lessons Learned and Their Impact on National Levee Design and AssessmentJournal of Geotechnical and Geoenvironmental Engineering, 2008
- Two-dimensional slope stability analysis by limit equilibrium and strength reduction methodsComputers and Geotechnics, 2007
- Investigation of stability of slopes under drawdown conditionsComputers and Geotechnics, 2007
- Finite Element Modeling of the Time-Dependent Deformation of a Slope Bounding a Hydroelectric ReservoirInternational Journal of Geomechanics, 2004
- Factors of Safety and Reliability in Geotechnical EngineeringJournal of Geotechnical and Geoenvironmental Engineering, 2000
- Slope stability analysis by finite elementsGéotechnique, 1999
- A Closed‐form Equation for Predicting the Hydraulic Conductivity of Unsaturated SoilsSoil Science Society of America Journal, 1980
- A Method of analysis of the Stability of Embankments Assuming Parallel Inter-Slice ForcesGéotechnique, 1967