Critical state modeling of lower-bound threshold stress for clay subgrade

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Critical state modeling of lower-bound threshold stress for clay subgrade

Railway track foundation with fine-grained subgrade, under loading of cyclic nature, can build up excess pore pressure and results in progressive shear failure at a stress level less than its static undrained strength. It is widely accepted a threshold stress level exists, where loading above such l...

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Bibliographic Details
Main Authors:	Loh, R., Nikraz, Hamid
Format:	Conference Paper
Published:	2012
Online Access:	http://hdl.handle.net/20.500.11937/37506

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