TECHNICAL NOTES
Aug 1, 1997

Stability of Retaining Walls against Overturning

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 123, Issue 8

Abstract

The safety factor of wall stability against overturning is defined as the ratio between the sum of resisting moments and the sum of overturning moments. In evaluating these moments, the vertical component of the active thrust on the wall may be considered in two different ways: as decreasing the overturning moment, or increasing the resisting one. This technical note shows that both these definitions are false because the safety factor value depends on the thrust surface being arbitrarily assumed in the analysis. Wall stability against overturning can, however, be assessed using the position of the resultant force on the base, which is unaffected by the assumed thrust surface. Contrary to overturning, safety factors against sliding and bearing capacity are unaffected by the assumed thrust surface.

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References

1.
AASHTO LRFD bridge design specifications. (1994). American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C.
2.
Chu, S.-C.(1991). “Rankine's analysis of active and passive pressures in dry sands.”Soils and Found., Tokyo, Japan, 31(4), 115–120.
3.
Danilevsky, A.(1982). “Safety factors of dams and retaining walls.”J. Geotech. Engrg. Div., ASCE, 108(1), 47–61.
4.
Huntington, W. C. (1957). Earth pressures and retaining walls. John Wiley & Sons, Inc., New York, N.Y.
5.
Manual EM1110-2-2502: engineering and design retaining walls. (1961). U.S. Army Corps of Engineers, Washington, D.C.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 123Issue 8August 1997
Pages: 778 - 780

History

Published online: Aug 1, 1997
Published in print: Aug 1997

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Authors

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Venanzio R. Greco
Asst. Prof., Universitá della Calabria, Facoltá di Ingegneria, 87030 Roges di Rende (Cs), Italy.

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