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An integrated approach to model seismic loss for the Himalayan infrastructure projects: Decision-making and functionality concept for disaster mitigation

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Abstract

Due to the potential seismicity of the region, transportation infrastructure projects in Jammu and Kashmir require resilient design. In the present study, structural integrity and possible seismic hazard are taken into account while modelling seismic loss of tunnelling projects in the Himalayas. For the predicted hazard and vulnerability functions, the impact of seismic exposure, tunnel lining aging, and construction quality are evaluated. The Pir Panjal tunnel is also assessed for seismic risk and structural damage in post-seismic situations while taking source-to-distance effects into account. The proposed vulnerability parameters will be helpful for monitoring, logistical operations, and post-disaster route functionality. For disaster prevention cells in any nation, decision-making and risk assessment are the two key activities that can profit from the findings of this study.

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Data availability

The datasets generated during and/or analysed during the current study are available from the corresponding author on reasonable request.

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All authors contributed to the conception, visualisation, methodology, and design aspects of this study. Data collection, data processing, analysis, and materials preparation were performed by Abdullah Ansari. Geophysical field testing and survey in Jammu and Kashmir were also conducted by Abdullah Ansari. The first draft of the manuscript was written by the first author, and all authors commented on previous versions of the manuscript. All authors read and approved the final manuscript.

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Correspondence to Abdullah Ansari.

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Ansari, A., Rao, K. & Jain, A.K. An integrated approach to model seismic loss for the Himalayan infrastructure projects: Decision-making and functionality concept for disaster mitigation. Bull Eng Geol Environ 82, 393 (2023). https://doi.org/10.1007/s10064-023-03422-x

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