Research Article
Sep 1970
Axisymmetric Stress Wave Propagation in Sand
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 96, Issue 5
Abstract
Although numerical methods are available for incorporating relatively complex constitutive relations in solutions of stress wave propagation problems in soil, the constitutive relations are not well enough known to obtain realistic solutions to many soil problems. Under certain limiting circumstances in sand, principally conditions of small strains, the material may be represented as being linearly elastic. For larger strains, however, sand behavior is very nonlinear and inelastic.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 96 • Issue 5 • September 1970
Pages: 1763 - 1786
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Sep 1970
Published online: Feb 12, 2021
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Authors
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Richard A. Wetzel, AM.ASCE
Asst. Prof. of Civ. Engrg., Illinois Inst. of Tech., Chicago, Ill.
Eben Vey, F.ASCE
Prof. and Chairman, Dept. of Civ. Engrg., Illinois Inst. of Tech., Chicago, Ill.
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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.