Tunnel surrounding rock safety grading method
A technique for grading and grading methods of surrounding rocks, which is applied in special data processing applications, instruments, electrical digital data processing, etc., and can solve problems such as inapplicability
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Embodiment 1
[0076] In the embodiment of the present invention, the safety of the tunnel is regarded as the purpose of the surrounding rock classification, which usually refers to: ① the tunnel can maintain a certain self-stability after excavation, and can carry out effective support within this period; The initial support will not cause structural failure before the secondary lining is applied; ③ The system formed by the surrounding rock of the tunnel and the support will not be damaged or unstable as a whole. In engineering practice, as the surrounding rock conditions are not stable, the complexity of safety control and disposal methods are also very different. Obviously, it is very necessary to evaluate and classify its safety.
[0077] It can be seen that the surrounding rock classification based on safety focuses on the special surrounding rock conditions that do not have stability, and its classification index should focus on the advanced deformation and damage of the surrounding roc...
Embodiment 2
[0151] Engineering example application
[0152] The deformation control-based tunnel advance support design method proposed in the embodiment patent of the present invention has been successfully applied in projects such as the Guizhou-Guangzhou Railway Tunnel and the Hefei Railway. The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.
[0153] 1) Project overview
[0154] A tunnel is located in Hezhou City, Guangxi Province, and the tunnel generally presents a northwest-southeast direction. The starting and ending mileage of the tunnel is DK592+058~DK594+496, and it is a tunnel with relatively difficult construction in the Guizhou-Guangzhou high-speed railway. Among them, the entrance section of the tunnel DK592+058~090 is connected to the Changming Cave, DK592+090~+300 is the entrance shallow buried section, the buried depth is 2~20m, the excavation span is 14.7m, the tunnel elevation is 12.5m, and the...
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