Method for caculating displacement of nearby existing subway tunnel due to foundation pit excavation
A calculation method, the existing subway technology, applied in the direction of calculation, design optimization/simulation, special data processing applications, etc., can solve the problems that the horizontal convergence value of the tunnel cannot be calculated, the surface displacement is different, etc.
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[0120] The specific implementation manner of the present invention will be described in detail below in conjunction with the accompanying drawings.
[0121] like Figure 1~6 As shown, the present invention provides a specific embodiment of the calculation method for the displacement of adjacent existing subway tunnels caused by excavation of a foundation pit, due to consideration of:
[0122] (1) When the foundation pit is excavated, it is protected by the enclosure structure (including the shaft wall and inner support or outer support), so it will not be completely unloaded; the calculation formula for the equivalent additional stress on the side wall generated by the excavation of the foundation pit should be multiplied by a Reduction coefficient β, where: β is the stress loss rate of the foundation pit enclosure structure, which is equal to the ratio of the final released side wall stress to the initial side wall stress, β<1;
[0123] Then the equivalent load becomes: βK ...
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