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It may provide certain reference to analyze the deflection of subway tunnel influenced by adjacent excavation.
As a life line of the city transport, the criterion of allowable deflection of subway tunnels is very strict.
An analytical approach based on the principle of two-stage method and incremental method is proposed to estimate the deflection of subway tunnels induced by adjacent excavations.
From this study, some useful conclusions may be dawn as follows: (1) An analytical approach based on the principle of two-stage method and incremental method is proposed to estimate the deflection of subway tunnels induced by adjacent excavations.
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Open image in new window Fig. 7 Uplift deflection of double-hole subway tunnels along the tunnel axis.
The maximum uplifting of the double-hole subway tunnel is 7.20 mm at the right line and 2.34 mm at the left line, both are within the allowable deflection of 10.00 mm, which indicates that the subway tunnel would be safe.
The petty theft of subway riders' fedoras.
increased the number of subway lines.
In the present study, we are specifically interested in identifying space time eigenfunctions of the subway passenger data, i.e., distinct modes of variability of subway passengers as a function of subway stations and times of the week.
The corresponding loading vector exhibits a typical weekly pattern of subway passengers as a function of time and the locations of subway stations.
Based on the operational failure data of subway vehicles, a reliability analysis method of subway subsystems was developed based on the survival analysis theory.
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