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Correlation between ground motion parameters and lining damage indices for mountain tunnels

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  • Zhiyi Chen
  • Jianshu Wei

Abstract

In order to study the interdependencies between the overall lining damage indices for mountain tunnels and ground motion parameters, a total of 89 ground motion records were selected for analysis. These records were divided into three groups: (1) near-field ground motion with velocity pulses, (2) near-field ground motion without velocity pulses, and (3) far-field ground motion. Calculations of Pearson’s linear correlation coefficient have been used to clarify the grade of interrelationships between ground motion parameters. Further, nonlinear dynamic analyses were carried out on mountain tunnels to determine overall lining damage indices under seismic actions. Based on numerical results, linear correlation coefficients between ground motion parameters and overall lining damage indices for mountain tunnels were then calculated and analyzed. Overall lining damage indices were found to be highly correlated to the velocity-related seismic parameters but not so well correlated to spectra-related parameters. Copyright Springer Science+Business Media Dordrecht 2013

Suggested Citation

  • Zhiyi Chen & Jianshu Wei, 2013. "Correlation between ground motion parameters and lining damage indices for mountain tunnels," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 65(3), pages 1683-1702, February.
    • Handle: RePEc:spr:nathaz:v:65:y:2013:i:3:p:1683-1702
    DOI: 10.1007/s11069-012-0437-5
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    References listed on IDEAS

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    1. Zhiyi Chen & Cheng Shi & Tianbin Li & Yong Yuan, 2012. "Damage characteristics and influence factors of mountain tunnels under strong earthquakes," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 61(2), pages 387-401, March.
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    Cited by:

    1. Shaofeng Liu & Luyan Yao & Xiaojiu Feng & Peng Wang, 2022. "Response Analysis of Curved Tunnel under Near-Field Long-Period Ground Motion Considering Seismic Wave Propagation Effect," Sustainability, MDPI, vol. 15(1), pages 1-14, December.
    2. Dong Wu & Bo Gao & Yusheng Shen & Jiamei Zhou & Guihong Chen, 2015. "Damage evolution of tunnel portal during the longitudinal propagation of Rayleigh waves," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 75(3), pages 2519-2543, February.

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