Behaviour of railway track subgrade under cyclic loading

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Behaviour of railway track subgrade under cyclic loading

The railway track foundation of fine-grained soil subgrade, under repeated loading of cyclic nature, can gradually build up excess pore pressure and result in progressive shear failure at a stress level much lower than the monotonic loading strength of the soil. It is widely accepted that a threshol...

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Bibliographic Details
Main Author:	Loh, Beng Heng
Format:	Thesis
Language:	English
Published:	Curtin University 2011
Subjects:	higher rate of loading cyclic loading cyclic stress equilibrium state surface CSESS critical state soil mechanics railway track subgrade railway track foundation
Online Access:	http://hdl.handle.net/20.500.11937/2100

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