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Analysis of dynamic accumulative damage about the lining structure of high speed railway's tunnel based on ultrasonic testing technology

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Published under licence by IOP Publishing Ltd
, , Citation Xiang-qiu Wang et al 2017 IOP Conf. Ser.: Earth Environ. Sci. 81 012127 DOI 10.1088/1755-1315/81/1/012127

1755-1315/81/1/012127

Abstract

Based on the similar material model test of full tunnel, the theory of elastic wave propagation and the testing technology of intelligent ultrasonic wave had been used to research the dynamic accumulative damage characteristics of tunnel's lining structure under the dynamic loads of high speed train. For the more, the dynamic damage variable of lining structure of high speed railway's tunnel was obtained. The results shown that the dynamic cumulative damage of lining structure increases nonlinearly with the times of cumulative vibration, the weakest part of dynamic cumulative damage is the arch foot of tunnel. Much more attention should be paid to the design and operation management of high speed railway's tunnel.

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10.1088/1755-1315/81/1/012127