Optimal designing method for rigidity and construction time of weak rheological surrounding rock tunnel secondary lining structure
A technology of secondary lining and structural rigidity, applied in the direction of tunnel lining, tunnel lining, shaft lining, etc.
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[0025] The present invention will be further elaborated and described below with reference to the accompanying drawings and specific embodiments.
[0026] Combined with the engineering practice of a rheological soft rock tunnel in a mountainous area, the structure of the secondary lining is optimized. Based on the calculation, operation and implementation of the above research results, the specific implementation of the method is described in this section as follows.
[0027]The gross width of the tunnel is 18.66m and the gross height is 12.71m. The entrance and exit are loose and broken rocks, shallow buried and buried tunnel sections, as well as the fault broken zone and joint dense zone in the tunnel, all of which are carried out using the optimized CRD construction method. The sequence of excavation steps is: the upper half section of the left pilot pit - the upper half section of the right pilot pit - the lower half section of the left pilot pit - the lower half section o...
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