A NOTE ON A RIGID FOUNDATION ON A CROSS ANISOTROPIC HALF-SPACE
Abstract
The stress-displacement problem of a rigid circular foundation on a cross anisotropic half-space is presented. The distribution of the contact pressure and the foundation settlement are obtained. The contact pressure distribution is seen to be independent of the elastic constants.
Keywords
Anisotropic; contact pressure; displacement; elastic; rigid foundation; settlement; stress.
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