Computation of passive earth pressure coefficients for a vertical retaining wall with inclined cohesionless backfill
Open Access
- 1 April 2015
- journal article
- Published by Springer Science and Business Media LLC in International Journal of Geo-Engineering
- Vol. 6 (1), 1-17
- https://doi.org/10.1186/s40703-015-0004-5
Abstract
No abstract availableKeywords
This publication has 23 references indexed in Scilit:
- Finite Element Limit Analysis of Passive Earth Resistance in Cohesionless SoilsSoils and Foundations, 2008
- Analytical solution of passive earth pressureGéotechnique, 2002
- Seismic passive earth pressure coefficients using the method of characteristicsCanadian Geotechnical Journal, 2002
- Static and seismic passive earth pressure coefficients on rigid retaining structuresCanadian Geotechnical Journal, 2000
- The Least Upper-Bound Solutions for Bearing Capacity Factor NγSoils and Foundations, 2000
- Passive earth pressures in the presence of hydraulic gradientsGéotechnique, 1999
- Laboratory Experiments with an Oblique Passive Wall and Rigid Plasticity SolutionsSoils and Foundations, 1998
- Passive pressure coefficients, critical failure surface and its kinematic admissibilityGéotechnique, 1997
- Limit Analysis Solutions of Earth Pressure ProblemsSoils and Foundations, 1973
- Passive Earth Pressure MeasurementsGéotechnique, 1965