BEARING CAPACITY OF STRIP FOOTING ON ANISOTROPIC AND NONHOMOGENEOUS CLAYS.

被引：1
|
作者：
Reddy, A.Siva
Rao, K.N.Venkatakrishna
机构：
来源：
Soils and Foundations | 1981年 / 21卷 / 01期
关键词：
ANISOTROPY;
D O I：
10.3208/sandf1972.21.1
中图分类号：
学科分类号：
摘要：
Limit analysis (upper bound) has been applied for bearing capacity of strip footing on anisotropic and nonhomogeneous clays, by assuming a mechanism similar to Prandtl mechanism but with varying wedge angles. Values for different anisotropic coefficients and degrees of nonhomogeneity are given.
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