Stability Analysis of Main Structure for an Open-Cut Metro Station

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Abstract:

Based on a metro station background of the line 3 west extension engineering of Kunming metro line co.LTD. On the basis of geological survey and indoor geotechnical mechanics experiment, the 3D geological model was established by three-dimensional finite difference method FLAC3D. Stability of main structure for the metro station was analyzed. The analysis results provides a reference for safety operation of the metro station.

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1693-1696

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February 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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