Research Article
Nov 1972
Influence of Progressive Failure on Slope Stability
Authors: Fredy Romani, AM.ASCE, C. William Lovell Jr., M.ASCE, and Milton E. Harr, F.ASCEAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 98, Issue 11
Abstract
Analytical evidence is presented on the effect of cracking on the slope stability of idealized embankment-foundation sections. The embankment boundary had a circular shape and the bounded mass was homogeneous, isotropic, and linearly elastic. The technique of conformal mapping was the key to calculation of elastic stresses induced by body forces. Various combinations of parameters were applied to represent peak and residual shear strength conditions along the cracked and uncracked portions of the critical surface. The factor of safety against slope instability varies considerably with the degree of development of the crack. Full crack development yields the minimum value for progression from toe to crest. However, partial development of the discontinuity is the least safe state when the direction of development is from crest to toe. The findings seem significant, not only for slope stability, but for all problems involving a potential for progressive failures.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 98 • Issue 11 • November 1972
Pages: 1209 - 1223
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Nov 1972
Published online: Feb 12, 2021
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Affiliations
Fredy Romani, AM.ASCE
Sr. Engr., National Soil Services, Inc., Houston, Tex.
C. William Lovell Jr., M.ASCE
Prof. of Civ. Engrg., Purdue University, Lafayette, Ind.
Milton E. Harr, F.ASCE
Prof. of Soil Mechanics, Purdue University, Lafayette, Ind.
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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.