Brief Report
Apr 1978
Critical State Parameters
Authors: Yudhbir, V. Kuganathan, and Surendra K. MathurAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 104, Issue 4
Abstract
The Cambridge group has given models based on theory of plasticity to predict the stress-strain behavior of.wet. clays. One of the attractive features of these models is the ease with which the relevant soils parametersλ, κ, and M can be evaluated Parameters λ and κ are, respectively, slopes of the virgin consolidation and swelling curves in the void ratio (e) – ln P… plot obtained from triaxial isotropic consolidation test. The main purpose of this note is to highlight the influence of different factors on parameters λ and D with a view to ascertain whether or not they are constants for a soil.
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Published In
Journal of the Geotechnical Engineering Division
Volume 104 • Issue 4 • April 1978
Pages: 497 - 501
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Apr 1978
Published online: Feb 11, 2021
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Authors
Affiliations
Yudhbir
Prof., Dept. of Civ. Engrg., Indian Inst. of Tech., Kanpur, India
V. Kuganathan
Reader, Dept. of Civ. Engrg., Inst. of Tech., B.H.U., Varanasi, India
Surendra K. Mathur
Formerly Grad. Student, Dept. of Civ. Engrg., Indian Inst. of Tech., Kanpur, India
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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.