Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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 relationship shows that four characteristic stages of shearing may be specified. The influence of stress level and water content may be quantified by the use of the Frictional State Theory.
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 relationship shows that four characteristic stages of shearing may be specified. The influence of stress level and water content may be quantified by the use of the Frictional State Theory.
Stress–dilatancy relationship for railway ballast
Dołżyk-Szypcio Katarzyna (Autor:in)
2018
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Metadata by DOAJ is licensed under CC BY-SA 1.0
Stress-Dilatancy Relationship for Fiber-Reinforced Soil
Springer Verlag | 2018
|Railway ballast treatment vehicle and railway ballast treatment method
Europäisches Patentamt | 2023
|Railway ballast treatment device and railway ballast treatment vehicle
Europäisches Patentamt | 2023
|Railway ballast cleaning equipment and railway ballast cleaning method
Europäisches Patentamt | 2023
|Railway ballast excavating device and railway ballast excavating equipment
Europäisches Patentamt | 2021
|