Behaviour of recompacted residual soils in a constant shear stress path

Junaideen, S. M.; Tham, L. G.; Law, K. T.; Dai, F. C.; Lee, C. F.

dc.contributor.author	Junaideen, S. M.
dc.contributor.author	Tham, L. G.
dc.contributor.author	Law, K. T.
dc.contributor.author	Dai, F. C.
dc.contributor.author	Lee, C. F.
dc.date.accessioned	2019-09-05T05:52:21Z
dc.date.available	2019-09-05T05:52:21Z
dc.date.issued	2010-06
dc.identifier.citation	Canadian Geotechnical Journal, 2004, 47(6): 648-661.	en_US
dc.identifier.issn	0008-3674
dc.identifier.issn	1208-6010
dc.identifier.uri	https://www.nrcresearchpress.com/doi/abs/10.1139/T09-129#.XXCdzy4zbcs
dc.identifier.uri	http://ir.lib.seu.ac.lk/handle/123456789/3752	eng
dc.description.abstract	The 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.language.iso	en_US	en_US
dc.publisher	Canadian Science Publishing	en_US
dc.subject	Constant shear	en_US
dc.subject	Laboratory test	en_US
dc.subject	Rain-induced failure	en_US
dc.subject	Stress path	en_US
dc.subject	Recompacted soil	en_US
dc.subject	Pore pressure	en_US
dc.title	Behaviour of recompacted residual soils in a constant shear stress path	en_US
dc.type	Article	en_US