Technical Papers
Apr 8, 2013

Roscoe and Hvorslev Surfaces for Unsaturated Silty Soil

Publication: International Journal of Geomechanics
Volume 14, Issue 2

Abstract

The existence and characteristics of Roscoe and Hvorslev state boundary surfaces for unsaturated silty soil have been investigated by conducting controlled-suction triaxial tests on samples of an unsaturated compacted silty soil. The experimental tests were performed in a specially designed double-walled Bishop and Wesley triaxial apparatus. In the experiments, the soil samples were subjected to isotropic consolidation to a virgin state (under constant suction) followed by unloading to a predefined overconsolidation ratio (OCR). The Roscoe and Hvorslev state boundary surfaces for the unsaturated soil were studied by performing drained triaxial shearing tests on the samples with specified OCRs. The results show that the Roscoe and Hvorslev surfaces also exist for unsaturated silty soil. The location of these surfaces in the normalized space (q/pe):(pnet/pe) is dependent on the suction. The Roscoe surface shrinks and expands with decreasing and increasing suction, and the Hvorslev surfaces are nearly parallel for different suctions.

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Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 14Issue 2April 2014
Pages: 230 - 238

History

Received: Jul 11, 2012
Accepted: Apr 5, 2013
Published online: Apr 8, 2013
Published in print: Apr 1, 2014

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Authors

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A. R. Estabragh [email protected]
Associate Professor of Geotechnical Engineering, Faculty of Soil and Water Engineering, Univ. of Tehran, P.O. Box 4411, 31587-77871 Karaj, Iran (corresponding author). E-mail: [email protected]
A. A. Javadi [email protected]
Professor of Geotechnical Engineering, Computational Geomechanics Group, College of Engineering, Mathematics and Physical Sciences, Univ. of Exeter, Devon EX4 4QF, U.K. E-mail: [email protected]

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