Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/79890
Title: Factors affecting pre-failure instability of sand under plane-strain conditions
Authors: Wanatowski, D.
Chu, Jian
Keywords: DRNTU::Engineering::Environmental engineering
Issue Date: 2012
Source: Wanatowski, D., & Chu, J. (2012). Factors affecting pre-failure instability of sand under plane-strain conditions. Géotechnique, 62(2), 121-135.
Series/Report no.: Géotechnique
Abstract: Experimental data obtained from a plane-strain apparatus are presented in this paper to show that a pre-failure instability in the form of a rapid and sustained increase in strain rate can occur for both contractive and dilative sand under fully drained conditions. However, this type of instability is different from the runaway type of instability observed under undrained conditions, and has therefore been called conditional instability. Despite the differences, the conditions for both types of instability are the same for contractive sand. There are also other factors that affect the pre-failure instability of sand observed in the laboratory. These include the stress ratio, void ratio, sand state, load control mode and reduction rate of the effective confining stress. In this paper, these factors are discussed and analysed using experimental data obtained from undrained instability (or creep) tests and constant shear drained (CSD) tests carried out under plane-strain conditions.
URI: https://hdl.handle.net/10356/79890
http://hdl.handle.net/10220/11645
DOI: 10.1680/geot.9.P.111
Schools: School of Civil and Environmental Engineering 
Rights: © 2012 Thomas Telford Ltd.. This paper was published in Géotechnique and is made available as an electronic reprint (preprint) with permission of Thomas Telford Ltd. The paper can be found at the following official DOI: [http://dx.doi.org/10.1680/geot.9.P.111]. One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Journal Articles

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