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Mechanics of Isotropic Half-Space with Shear Modulus Varying Linearly with Depth

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Mechanics of Non-Homogeneous and Anisotropic Foundations

Part of the book series: Foundations of Engineering Mechanics ((FOUNDATIONS))

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Abstract

In this chapter, we study dynamic and static problems stated for a half-space with shear modulus increasing linearly with depth. Further, we consider the case of an isotropic material, when the half-space, having a linearly varying shear modulus, enables a closed solution for the functions \(\tilde q(\tilde z,\tilde k),\tilde w(\tilde z,\tilde k),\tilde p(\tilde z,\tilde k)\) to be found in the form of confluent hypergeometric functions. Dynamic problems for a half-space of this kind have been solved, in most cases, by studying free vibrations, i.e. the parameters of Rayleigh and Love waves have been determined [29, 106, 112–114]. Forced vibrations were a subject of concern in [6, 7, 78] for the case of an incompressible medium, and for arbitrary values of Poisson’s ratio in [79].

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© 2001 Springer-Verlag Berlin Heidelberg New York

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Muravskii, B.G. (2001). Mechanics of Isotropic Half-Space with Shear Modulus Varying Linearly with Depth. In: Mechanics of Non-Homogeneous and Anisotropic Foundations. Foundations of Engineering Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-44573-9_4

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  • DOI: https://doi.org/10.1007/978-3-540-44573-9_4

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-53602-1

  • Online ISBN: 978-3-540-44573-9

  • eBook Packages: Springer Book Archive

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