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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| Format: | Thesis |
| Language: | English |
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Curtin University
2011
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| Online Access: | http://hdl.handle.net/20.500.11937/2100 |