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dc.contributor.authorJunaideen, S. M.
dc.contributor.authorTham, L. G.
dc.contributor.authorLaw, K. T.
dc.contributor.authorDai, F. C.
dc.contributor.authorLee, C. F.
dc.identifier.citationCanadian Geotechnical Journal, 2004, 47(6): 648-661.en_US
dc.description.abstractThe significance of studying soil behaviour in a constant shear stress path to understand rain-induced slope failures and debris flows has long been recognized. Studies with constant shear tests have, however, been limited, and some past results from undisturbed soils appear to show stress path–dependent volume change behaviour. The present study systematically investigates the behaviour of recompacted residual soils in a constant shear stress path using a comprehensive experimental program. It is shown that the results of this test program and previously published data can be interpreted using the concepts of critical-state soil mechanics.en_US
dc.publisherCanadian Science Publishingen_US
dc.subjectConstant shearen_US
dc.subjectLaboratory testen_US
dc.subjectRain-induced failureen_US
dc.subjectStress pathen_US
dc.subjectRecompacted soilen_US
dc.subjectPore pressureen_US
dc.titleBehaviour of recompacted residual soils in a constant shear stress pathen_US
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