Research Article
Jul 1967
Use of Computers for Slope Stability Analysis
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 93, Issue 4
Abstract
The capacity of modern digital computers to do large amounts of simple arithmetic is useful to the engineer In the analysis of slope stability for three reasons: (1) Uncertainties about the geometry of the slope and the properties of the various soils within the slope can be investigated in detail: (2) many trial failure surfaces can be analyzed; and (3) more accurate methods that satisfy statics can be used. The equilibrium of thin slices is described. The formulation is statically indeterminate so that a different solution can be obtained for every set of assumptions used to remove the indeterminacies. A computer-based method of slices proposed by Morgenstern and Price that fully satisfies statics is analyzed. The range of acceptable solutions can be narrowed, and the errors involved in simpler methods of slices can be assessed. Recommendations are made concerning; the use of these methods to practical work. Finally, techniques are described that permit affective use of computers for slope stability analysis.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 93 • Issue 4 • July 1967
Pages: 475 - 498
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Jul 1967
Published online: Feb 12, 2021
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Authors
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Robert V. Whitman, M.ASCE
Prof., of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
William A. Bailey, AM.ASCE
Engr., James P. Collins and Associates, and Research Engr., Massachusetts lnst. of Tech., Cambridge, Mass.
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