On the Shinkansen train line to be operated in snowy regions, compacted snow is formed in the space, called the flangeway, beneath the wheel-glange. To examine the running stability on the flangeway compacted snow, fracture behavior of compacted snow was studied experimentally. Two types of experimental apparatus, which simulate the relation between the wheel-flange and the flangeway compacted snow, were manufactured : one was a falling weight type in which a penetrator having a shape and size similar to those of the wheel-flange collided against a specimen, and the other was a rotating disk type in which a specimen was pushed against a disk rotating at a peripheral speed of 2 to 60 m/s. The resistance of naturally deposited snow and artificially compacted snow against the penetrator was measured under the following parameters : impact speed, 4.8 to 17.5 m/s; density, 0.4 to 0.9 g/cm
3; temperature of specimens, -2, -10 and -20°C; and four confinement conditions of specimens. The average of the snow resistance per unit length of the penetrator in each section of the penetrating distance was taken; here these values are called the snow resistance indices. The relation between the snow resistance indices F (kN/m) and the penetrating speed V (m/s) in the range of 4.8 to 15.8 m/s is given by the following formula : F=a+bV, where a (kN/m) and b (kNs/m
2) are coefficients depending on the experimental parameters. F increases with increasing density of snow and also depends on the packing structure of compacted snow.
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