INFLUENCE OF PROGRESSIVE FAILURE ON SLOPE STABILITY.

被引：0
|
作者：
Romani, Fredy
Lovell, C.William
Harr, Milton E.
机构：
来源：
American Society of Civil Engineers, Journal of the Soil Mechanics and Foundations Division | 1972年 / 98卷 / SM11期
关键词：
FOUNDATIONS - SOIL MECHANICS;
D O I：
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中图分类号：
学科分类号：
摘要：
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. The factor of safety against slope instability varied considerably with the degree of development of the crack.
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页码：1209 / 1122
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