Numerical analysis and application of the construction method for the small interval tunnel in the turn line of metro.

Due to the removal of the right soil, the stress is released, the measuring point moves to the right, and the curve is in an increasing trend.

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The peak deformation of CDK0+214∼CDK0+264 in the section shows a decreasing trend, and the peak measuring point is almost stable near the axis position of the main tunnel; the deformation value of the measured data of each monitoring section is almost settled.

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