Research Article
Reliability Analysis of Safety Assessment of Buildings above Twin Shield Tunnels Based on Random Field Theory
Figure 5
Statistical results of the mode of the surface settlement curve under different scales of fluctuation. (a) MCS-(x) working condition group in parallel arrangement, Lx = 2.0(D); (b) MCS-(z) working condition group in parallel arrangement, Lx = 2.0(D); MCS-(x) working condition group is on the left of the figure, and the right shows MCS-(z) working condition group, the same below; (c) MCS-(x) in parallel arrangement, Lx = 2.5(D); (d) MCS-(z) in parallel arrangement, Lx = 2.5(D); (e) MCS-(x) in parallel arrangement, Lx = 5.0(D); (f) MCS-(z) in parallel arrangement, Lx = 5.0(D).
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