Method for calculating ground surface settlement in similar rectangular shield tunnel construction
A surface subsidence, rectangular shield technology, used in computing, special data processing applications, instruments, etc.
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[0084] The specific implementation manner of the present invention will be described in detail below in conjunction with the accompanying drawings.
[0085] Taking the similar rectangular shield project at Chenpodu Station in the first phase of Ningbo Rail Transit Line 3 as an actual case, the calculation example is analyzed.
[0086] Tunnel excavation face axis buried depth w 1 = 13.33m, the distance between the centers of the left and right semicircles S = 4.56m, the radius R of the excavation surface semicircle = 3.63m, and the weighted average value of the internal friction angle of the overlying soil is 15.5°.
[0087] The maximum soil loss rate ε at the DM34 monitoring section when the surface settlement tends to be stable max =1.6%, the excavation surface convergence mode parameter α=0.45. Calculate the equivalent soil loss parameter g=0.0749m, and the buried depth w of the axis after the tunnel excavation surface converges 2 = 13.3469m, the tangent value of the main...
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