Research Article
Sep 1974
Nonlinear Stress-Strain Formulation for Soils
Authors: Ross B. Corotis, M. Hassan Farzin, AM.ASCE, and Raymond J. Krizek, M.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 100, Issue 9
Abstract
The basic principles of hypoelasticity are used to develop an incremental theory that is capable of describing the nonlinear stress-strain behavior of soils when compacted to different densities and loaded along various axisymmetric stress paths. Specific relationships are determined from experimental data for two types of soils. The results indicate that the modulus and Poisson's ratio may either increase or decrease, depending on the ratio of the principal stress increments. A computer analysis of a buried reinforced concrete pipe is compared with actual experimental measurements to illustrate application of the method.
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Published In
Journal of the Geotechnical Engineering Division
Volume 100 • Issue 9 • September 1974
Pages: 993 - 1008
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Sep 1974
Published online: Feb 10, 2021
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Ross B. Corotis
Asst. Prof., Dept. of Civ. Engrg., Northwestern Univ., Evanston, IL
M. Hassan Farzin, AM.ASCE
Soils Engr.; Stone and Webster Engrg. Corp, Boston, MA
Raymond J. Krizek, M.ASCE
Prof., Dept. of Civ. Engrg., Northwestern Univ., Evanston, IL
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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.