Stress–dilatancy relationship for railway ballast
Knowledge of the mechanical behaviour of ballast is very important for designing a railway track, especially for high-speed lines. The monotonic drained triaxial tests of scaled and fouled ballast presented in literature were analysed using the Frictional State Theory. The stress–plastic dilatancy r...
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| Format: | Article |
| Language: | English |
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Sciendo
2018-10-01
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| Series: | Studia Geotechnica et Mechanica |
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| Online Access: | https://doi.org/10.2478/sgem-2018-0018 |