Back Analysis on Tunnel Rheological Parameters

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Abstract:

The surrounding rock strain field monitoring have been done during a highway tunnel excavation. The rock rheological parameters was inversed by neural network based the field monitoring data. The predicted value and the field monitoring data have been compared, the result shows that the difference is 12%, the predicted value is credible.

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1227-1230

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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