Stability Charts for Uniform Slopes
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 128, Issue 4
Abstract
While computational tools have made most graphical methods and charts obsolete, stability charts for slopes are still routinely used in practice. The charts presented here are based on the kinematic approach of limit analysis that leads to a strict lower bound on stability number or an upper bound on the safety factor. An earlier suggestion is employed in this paper to produce charts that eliminate the necessity for iterations. Charts are presented for slopes subjected to pore water pressure and also for those exposed to seismic forces.
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References
Baker, R., and Tanaka, Y. (1999). “A convenient alternative representation of Taylor’s stability charts.” Proc., Int. Symposium on Slope Stability Engineering, Balkema, Rotterdam, Vol. 1, 253–257.
Bell, J. M.(1966). “Dimensionless parameters for homogeneous earth slopes.” J. Soil Mech. Found. Div., Am. Soc. Civ. Eng., 92(5), 51–65.
Bishop, A. W., and Morgenstern, N. R.(1960). “Stability coefficients for earth slopes.” Geotechnique, 10(4), 129–150.
Chen, W. F., Giger, M. W., and Fang, H. Y.(1969). “On the limit analysis of stability of slopes.” Soils Found., 9(4), 23–32.
Cousins, B. F.(1978). “Stability charts for simple earth slopes.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 104(2), 267–279.
Duncan, J. M.(1996). “State of the Art: Limi equilibrium and finite-element analysis of slopes.” J. Geotech. Eng., Am. Soc. Civ. Eng., 122(7), 577–596.
Fellenius, W. (1927). Erdstatische Berechnungen mit Reibung und Kohäsion (Adhäsion) und unter Annahme kreiszylindrischer Gleitflächen, Ernst & Sohn, Berlin.
Michalowski, R. L.(1995). “Slope stability analysis: a kinematical approach.” Geotechnique, 45(2), 283–293.
Michalowski, R. L.(1998). “Soil reinforcement for seismic design of geotechnical structures.” Comp. Geotechn., 23(1), 1–17.
Michalowski, R. L.(1999). “Stability of uniformly reinforced slopes. Closure.” J. Geotech. Geoenviron. Eng., 125(1), 84–86.
Rendulic, L.(1935). “Ein betrag zur bestimmung der gleitsicherheit.” Der Bauingenieur, 16(19/20), 230–233.
Singh, A.(1970). “Shear strength and stability of man-made slopes.” J. Soil Mech. Found. Div., Am. Soc. Civ. Eng., 96(6), 1879–1892.
Taylor, D. W. (1937). “Stability of earth slopes.” J. Boston Soc. Civil Eng., 24(3). Reprinted in: Contributions to Soil Mechanics 1925 to 1940, Boston Society of Civil Engineers, 337–386.
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Copyright © 2002 American Society of Civil Engineers.
History
Received: Jan 12, 2001
Accepted: Aug 29, 2001
Published online: Apr 1, 2002
Published in print: Apr 2002
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