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- W2367437398 abstract "In order to study the natural convection mechanism of embankment ballast and the token parameter influenced by lowering temperature during cyclical fluctuations of verge temperature,various ballast samples with dimensions of 50×50×65 cm~3 have been tested and studied theoretically. The results show that the mean RAYLEIGH number can effectively represent the conditions of natural convection of the ballast layers. The ballast layers with different depth will have various convection mechanism. The cooling effect of natural convection in ballast layer will increase with the ballast layer depth increasing. The effect of natural convection in the roadbed composition of sand-gravel layer with ballast layer is very poor. The effect resulting from lowering temperature of ballast layer will depend on the gravel diameter. The conclusion of ballast layer depth and its position in embankment can be used effectively for the design of ballast embankment in cold regions and determining the ballast layer depth and its location during construction." @default.
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- W2367437398 date "2004-01-01" @default.
- W2367437398 modified "2023-09-28" @default.
- W2367437398 title "Research on laboratory experiment of natural convection mechanism of embankment ballast" @default.
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