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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| Format: | Conference Paper |
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Korean Geotechnical Society
2011
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| Subjects: | |
| Online Access: | http://hdl.handle.net/20.500.11937/11552 |