Brief Report
Jan 1975
Plane Strain Formulation for Elastic-Plastic Behavior
Authors: Jean-Herve Prevost and Kaare Hoeg, M.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 1
Abstract
The finite element technique has a high level of sophistication and versatility and further progress in expanding analytical capabilities in soil mechanics depends upon a consistent mathematical formulation of general and realistic constitutive relationships. Until the present time proposed formulations used in numerical analyses have been mainly on an incremental use of elasticity theory. Experimentally it is observed that: 1. Many soils are inelastically deformed almost immediately upon application of stress; 2. there is a coupling between volume changes and changes in shear stress; 3. the deformations are stress path dependent; 4. dense soils expand in volume during pore shear; and 5. many soils, drained or undrained, experience a decrease in strength with further straining after a peak strength has been reached.
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Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 1 • January 1975
Pages: 91 - 96
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Jan 1975
Published online: Feb 10, 2021
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Authors
Affiliations
Jean-Herve Prevost
Teaching Asst., Dept. of Civ. Engrg., Stanford Univ., Stanford, Calif
Kaare Hoeg, M.ASCE
Prof. of Civ. Engr., Stanford Univ., Stanford, Calif
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.