Stability charts for uniform slopes in soils with nonlinear failure envelopes
Author:
- Hisham T. EidHEHisham T. Eid
- 1 January 2014
- journal article
- Published by Elsevier in Engineering Geology
- Vol. 168, 38-45
Abstract
No abstract availableKeywords
Funding Information
- Qatar Foundation (UREP-06-035-2-005)
- Fonds National de la Recherche Luxembourg (UREP-06-035-2-005)
This publication has 30 references indexed in Scilit:
- Two- and three-dimensional analyses of translational slides in soils with nonlinear failure envelopesCanadian Geotechnical Journal, 2010
- Inter‐relations between experimental and computational aspects of slope stability analysisInternational Journal for Numerical and Analytical Methods in Geomechanics, 2003
- A technique for defining non-linear shear strength envelopes, and their incorporation in a slope stability method of analysisQuarterly Journal of Engineering Geology, 1994
- A simplified version of the Bishop and Morgenstern slope-stability chartsCanadian Geotechnical Journal, 1991
- Slope stability analyses for materials with a non‐linear failure envelopeInternational Journal for Numerical and Analytical Methods in Geomechanics, 1988
- Fourth Canadian Geotechnical Colloquium: Strength and slope stability in Canadian soft clay depositsCanadian Geotechnical Journal, 1981
- The influence of confining pressure on the shear strength of compacted rockfillGéotechnique, 1980
- An extension of the Bishop and Morgenstern slope stability chartsCanadian Geotechnical Journal, 1977
- A Method of analysis of the Stability of Embankments Assuming Parallel Inter-Slice ForcesGéotechnique, 1967
- Undisturbed Samples of London Clay from the Ashford Common Shaft: Strength–Effective Stress RelationshipsGéotechnique, 1965