TECHNICAL NOTES
Mar 1, 1988

Design Charts for Vertical Cuts

Publication: Journal of Geotechnical Engineering
Volume 114, Issue 3

Abstract

Design charts for three-dimensional vertical cuts are introduced. The charts are based on a variational limit-equilibrium stability analysis. These charts can be used within the framewwork of total- or effective-stress analysis, considering the longitudinal extent of the cut. In addition to the factor of safety against collapse, the charts also provide information regarding the volume of the potentially sliding mass.

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References

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Azzouz, A. S., and Baligh, M. M. (1978). “Three‐dimensional stability of slopes.” Publication No. PB‐285740, National Technical Information Service, U.S. Dept. of Commerce, Washington, D.C., Jun.
2.
Baligh, M. M., and Azzouz, A. S. (1975). “End effects on stability of cohesive slopes.” J. Geotech. Engrg. Div., ASCE, 101(11), 1105–1117.
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Hovland, H. J. (1977). “Three‐dimensional slope stability analysis method.” J. Geotech. Engrg. Div., ASCE, 103(9), 971–986.
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Leshchinsky, D., and Baker, R. (1986). “Three‐dimensional slope stability: end effects,” Soils and Foundations, 26(4), 98–110.
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Information & Authors

Information

Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 114Issue 3March 1988
Pages: 337 - 344

History

Published online: Mar 1, 1988
Published in print: Mar 1988

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Authors

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Dov Leshchinsky, Associate Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Delaware, Newark, DE 19716
Teresa L. Mullett
Grad. Stud., Dept. of Civ. Engrg., Univ. of Delaware, Newark, DE 19716

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