THE SETTLEMENT OF A RIGID CIRCULAR FOUND
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SELVADURAI, A. P. S.
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Article
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1996
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John Wiley and Sons
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English
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The present paper examines the elastostatic problem pertaining to the axisymmetric loading of a rigid circular foundation resting on the surface of a non-homogeneous elastic half-space. The non-homogeneity corresponds to a depth variation in the linear elastic shear modulus according to the exponent