Seismic response and damage mechanism of tunnel lining in sensitive environment of soft rock stratum

In order to investigate the dynamic response characteristics and damage mechanism of the tunnel lining at the tunnel portal in the bridge–tunnel overlapping section in soft rock strata, a physical model with the scale ratio of 1:50 was made based on the similarity theory for shaking table tests. The...

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Hlavní autoři:	Sun Guangchen, Fan Wenchen, Fu Helin, He Shan, Shen Hao, Yin Shuiping, Yin Peng, Wang Xueyi
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	De Gruyter 2023-03-01
Edice:	Applied Rheology
Témata:	sensitive environment of soft rock stratum bridge tunnel overlapping tunnel lining seismic response damage mechanism
On-line přístup:	https://doi.org/10.1515/arh-2022-0141
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