Threshold stress and deformation characteristics of clay subgrade for railway tracks

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Threshold stress and deformation characteristics of clay subgrade for railway tracks

Clay subgrade beneath railway track experiences stress of cyclic nature that can result in progressive shear failure at a stress level lower than the clay monotonic strength. This paper described the effective stress analysis of threshold stress and the deformation characteristics from a series of c...

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Bibliographic Details
Main Authors:	Loh, Richard, Nikraz, Hamid
Other Authors:	Prof Choong-Ki Chung
Format:	Conference Paper
Published:	Korean Geotechnical Society 2011
Subjects:	undrained cyclic testing railway track subgrade threshold stress critical state model clay subgrade
Online Access:	http://hdl.handle.net/20.500.11937/11552

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