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• W1976481036 abstract "The factors affecting the onset of unstable behaviour in saturated loose sand loaded under drained stress-controlled conditions are not as well known as those involved in its undrained behaviour, which has been analysed in detail. This paper is intended as a first step towards a better understanding of the onset of instability in drained stress-controlled tests and reports on the analysis of certain factors affecting the unstable behaviour of saturated loose sand samples subjected to drained stress-controlled triaxial compression tests. The samples are loaded continuously at a constant loading rate and the results are compared with those obtained by other authors who discontinuously applied a load using finite increments. A special experimental apparatus was designed so that the axial load could be applied in various proportions by a dead weight and by a pneumatic cylinder in a triaxial cell with no friction on the loading ram. The paper focuses first on the influence of the load application method (i.e. by dead weights and by a pneumatic cylinder), which proves important, since the sample always collapses at a more or less constantly low mobilized friction angle when loaded with dead loads, whereas it may have unstable strain jumps starting from a high value of the mobilised friction angle, but may even be stable up to the steady state of deformation, when the axial load is applied by a pneumatic cylinder. Then the influence of the loading rate and loading path is examined and found to be negligible, at least in a first approximation. On the other hand, the effects of preshear and initial density are shown to have a major role in the onset of collapse: both the preshear and the increase in density lead to an increase in the resistance of the loose sand to collapse under drained stress-controlled conditions. Copyright © 2000 John Wiley & Sons, Ltd." @default.
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• W1976481036 date "2000-04-01" @default.
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• W1976481036 title "Analysis of certain factors affecting the unstable behaviour of saturated loose sand" @default.
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• W1976481036 doi "https://doi.org/10.1002/(sici)1099-1484(200004)5:3<215::aid-cfm92>3.0.co;2-7" @default.
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