Research Article
Jan 1971
Limit Analysis of Stability of Slopes
Authors: Wilfred F. Chen, AM.ASCE, and M. W. GigerAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 97, Issue 1
Abstract
The upper bound theorem of limit analysis is applied to obtain complete numerical solutions for the critical height of slopes. A logarithmic spiral mechanism where the failure surface may pass below the toe is assumed in the analysis. The analysis includes the existing limit equilibrium solutions as well as the previously obtained limit analysis solutions as a special case, so that it may be considered a generalization of all these previous solutions. The results found are practically identical to those obtained by the existing limit equilibrium procedures.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 97 • Issue 1 • January 1971
Pages: 19 - 26
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Jan 1971
Published online: Feb 12, 2021
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Authors
Affiliations
Wilfred F. Chen, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Lehigh Univ., Bethlehem, Pa.
M. W. Giger
Res. Asst. of Geotechnical Div.; Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
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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.