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蔡忠祥, 黄茂松, 焦齐柱. 越江隧道涌潮作用下振动实测分析[J]. 岩土工程学报, 2013, 35(zk2): 869-873.
引用本文: 蔡忠祥, 黄茂松, 焦齐柱. 越江隧道涌潮作用下振动实测分析[J]. 岩土工程学报, 2013, 35(zk2): 869-873.
CAI Zhong-xiang, HUANG Mao-song, JIAO Qi-zhu. Vibration tests on crossing-river tunnel under tidal bore[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 869-873.
Citation: CAI Zhong-xiang, HUANG Mao-song, JIAO Qi-zhu. Vibration tests on crossing-river tunnel under tidal bore[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 869-873.

越江隧道涌潮作用下振动实测分析

Vibration tests on crossing-river tunnel under tidal bore

  • 摘要: 钱江隧道由于其特殊地理位置面临涌潮冲击作用,涌潮产生的动载对河床形成冲击将引起隧道结构振动。目前对此振动影响评价尚不明晰。基于隧道结构现场动力测试,得到涌潮作用下隧道结构振动响应。测试结果表明:涌潮主要引起隧道竖向振动,通过与施工环境振动比较,涌潮引起振动加速度峰值小于施工状态下局部竖向振动,不构成影响隧道安全运营的控制因素。

     

    Abstract: The crossing-river tunnel plays an important role in the connection of nearby cities. Nevertheless, the tidal bore brings a great challenge to the design and construction of the tunnel for its powerful impulse. The tidal bore brings the river to rise sharply in short time, which will cause vibration to the tunnel. The main frequency is obtained through the frequency analysis of the vibration signals. The results show that the peak vertical acceleration of the tunnel is smaller than the local vibration caused by the construction of vehicles. Hence, the tidal bore is not the dominant factor to the safe operation of the tunnel.

     

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