Research Article
Nov 1966
Plane Strain Tests on A Saturated Remoded Clay
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 92, Issue 6
Abstract
Specimens of saturated, remolded clay were Ko consolidated and subsequently sheared under undrained plane strain conditions. The angle of shearing resistance and the cu/σ'1c ratio was found to be slightly higher under plane strain conditions than the respective values obtained from corresponding standard triaxial tests. The results of both types of test suggest that the pore water pressure is controlled by the octrahedral stresses; the magnitude of the intermediate principal stress under plane strain conditions is considerably less than one-half the sum of the other two principal stresses.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 92 • Issue 6 • November 1966
Pages: 67 - 80
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Nov 1966
Published online: Feb 12, 2021
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Authors
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David J. Henkel, M.ASCE
Prof. and Head, Soils Dept., School of Civ. Engrg., Cornell Univ., Ithaca, N.Y.
Neil H. Wade, AM.ASCE
Asst. Prof., School of Civ. Engrg., Georgia Inst. of Tech., Atlanta, Ga.
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