Correlation of Crossriver Shield Tunnel Between Longitudinal Deformation Curvature and Segment Leakage
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U 455.43

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    Abstract:

    Applicability and calculation method of cubic spline interpolation in longitudinal deformation curve fitting of crossriver shield tunnel were analyzed,and longitudinal deformation curve of crossriver shield tunnel was fitted by using cubic spline interpolation method,and longitudial deformation curvature of whole tunnel was calculated by curve fitting equation.Based on longitudinal structure analysis model of crossriver tunnel,relationship under different critical states between longitudinal deformation curvature and circular seam stretchingamount was built.Correlation between longitudinal deformation curvature of crossriver tunnel and circular seam leakage was evaluated,by comparing leakage detection results of crossriver tunnel on site.The results show that critical curvature radius value of crossriver shield tunnel is smaller than metro shield tunnel.When longitudinal deformation curvature radius of crossriver tunnel is less than 2407.1m and its circular seam stretchingamount is more than 3mm,the probability that leakage occurs to the circular seam is relatively high.When longitudinal deformation curvature radius of crossriver tunnel is less than 1 256.8m and its circular seam stretchingamount is more than 6 mm,water sealing measures of circular seam is invalid,and serious leakage may appear in tunnel.

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ZHOU Ning, YUAN Yong. Correlation of Crossriver Shield Tunnel Between Longitudinal Deformation Curvature and Segment Leakage[J].同济大学学报(自然科学版),2009,37(11):

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