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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.
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.
Back Analysis on Tunnel Rheological Parameters
Applied Mechanics and Materials ; 405-408 ; 1227-1230
03.09.2013
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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