In-plane vibrations of soil deposits wit
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Ch. Vrettos
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Article
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1990
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John Wiley and Sons
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English
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The dynamic response of an inhomogeneous, linearelastic half-space to a time-harmonic vertical line load on its surface is studied. The mass density and the Poisson's ratio are assumed to be constant and the shear modulus to increase continuously with depth according to a function which is bounded a