Undrained behaviour of a non-homogeneous elastic medium: the influence of variations in the elastic shear modulus with depth
This paper examines the axisymmetric interior loading problem for an incompressible isotropic elastic half-space, where the linear elastic shear modulus varies with depth. In particular, the non-homogeneity has an exponential variation either over the entire depth of the half-space or over a finite...
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Veröffentlicht in: | Géotechnique 2013-10, Vol.63 (13), p.1159-1169 |
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Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
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Online-Zugang: | Volltext |
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Zusammenfassung: | This paper examines the axisymmetric interior loading problem for an incompressible isotropic elastic half-space, where the linear elastic shear modulus varies with depth. In particular, the non-homogeneity has an exponential variation either over the entire depth of the half-space or over a finite depth, in which it is constant. The mathematical formulation of the traction boundary value problem is developed through the application of integral transform techniques, and the numerical results obtained are compared with results derived from a computational procedure involving a finite-element approach. |
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ISSN: | 0016-8505 1751-7656 |
DOI: | 10.1680/geot.12.P.164 |