Research Article
Sep 1977
Three-Dimensional Slope Stability Analysis Method
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 103, Issue 9
Abstract
Existing limit-equilibrium stability analysis methods are two-dimensional; a few methods for correcting or extending a two-dimensional analysis have been proposed. Presented in this paper is a general method for three-dimensional limit-equilibrium stability analysis. Limiting cases are considered in order to study preliminary implications of three-dimensional stability analyses. The method lends itself to both hand calculation and computer application. Method can also be used together with finite element analysis which should make it possible to set up a fairly realistic model for soil and slope behavior.
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Published In
Journal of the Geotechnical Engineering Division
Volume 103 • Issue 9 • September 1977
Pages: 971 - 986
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Sep 1977
Published online: Feb 11, 2021
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Authors
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H. John Hovland, M.ASCE
Civ. Engr., Pacific Gas and Electric Co., San Francisco, Calif
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.