Research Article
Apr 1982
Stresses and Displacements in Cross-Anisotropic Soils
Publication: Journal of the Geotechnical Engineering Division
Volume 108, Issue 4
Abstract
An analytic investigation is presented on the effect of soil cross-anistropy on surface displacements and stress distributions in a homogeneous thick soil deposit (halfspace) subjected to axisymmetric parabolic vertical surface loading. Rigorous treatment is given to deformational soil anisotropy and particular emphasis is accorded to the sensitivity of calculated stresses and deformations to assumed realistic values of the five independent material constants, under both drained and undrained loading conditions. For a given vertical Young's modulus, it is found that the horizontal Young's modulus, the shear modulus on vertical planes and the Poisson's ratio for horizontal due to vertical strain have a profound effect on all stress and displacement components, especially under undrained conditions. The dependence of normal vertical stresses on material properties and particularly on one of the Poisson's ratios disproves the opposite conclusion of isotropic elasticity.
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Published In
Journal of the Geotechnical Engineering Division
Volume 108 • Issue 4 • April 1982
Pages: 532 - 553
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© 1982 American Society of Civil Engineers.
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Published in print: Apr 1982
Published online: Feb 11, 2021
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Authors
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George Gazetas, AM.ASCE
Assoc. Prof. of Civ. Engrg., Rensselaer Polytechnic Inst., Troy, N.Y. 12181
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.