Deviation correcting structure for ballastless track subgrade of high-speed railway in soft soil area
A high-speed railway and ballastless track technology, applied in the field of deviation correction structure, can solve the problems of great restrictions on the selection of deviation correction schemes, high risks, and low risks, and achieve the effects of easy control of construction quality, broad application prospects, and flexible and controllable operations
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[0023] Below in conjunction with accompanying drawing and specific embodiment the present invention is described in further detail:
[0024] Such as figure 1 and figure 2 The deviation correction structure for the ballastless track subgrade of the high-speed railway in soft soil area shown, it includes the pile foundation reinforcement area 1, the foundation reinforcement cushion 2 set on the top of the pile foundation reinforcement area 1, the foundation reinforcement cushion 2 set on the top of the foundation reinforcement cushion The high-speed railway embankment 3, the first weak formation area 4 on one side of the pile foundation reinforcement area 1, the asymmetric load area 5 on the top of the first weak formation area 4, and the second weak formation area on the other side of the pile foundation reinforcement area 1 The stratum area 6, the asymmetric load area 5 is located on one side of the foundation reinforcement cushion 2 and the high-speed railway embankment 3, ...
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