Research Article
Nov 1970
Deformation and Stability of Viscoelastic Soil Media
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 96, Issue 6
Abstract
In the treatment of deformation and stability problems of cohesive soil media, a linear, elastic constitutive behavior is almost exclusively adopted. This is natural as the theory of elasticity has been an effective tool in upgrading a fully empirical approach to a more rigorous level. Consideration of linear, viscoelastic constitutive behavior is the next step in this direction. It is clear that under a given set of boundary stresses or displacements the deviatoric as well as the volumetric response of a cohesive soil medium is not instantaneous but rather time dependent.
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Information
Published In
Journal of the Soil Mechanics and Foundations Division
Volume 96 • Issue 6 • November 1970
Pages: 2081 - 2098
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Nov 1970
Published online: Feb 12, 2021
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Çetin Soydemir, AM.ASCE
Assoc. Prof. of Civ. Engrg., Middle East Technical University, Ankara, Turkey; formerly, Research Assoc., Massachusetts Institute of Technology, Cambridge, Mass.
Werner E. Schmid, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Princeton University, Princeton, N.J.
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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.