Abstract

In this study, an attempt is made to generate hazard maps for the Jammu Region (JR) in Jammu and Kashmir in terms of surface peak ground acceleration ( $${\mathrm{PGA}}_{\mathrm{surface}}$$ ), liquefaction zonation, and vulnerability index ( $$K\mathrm{g}$$ ). To do this, the seismic response of 200 sites was examined, and amplification factors at 0.01 s, 0.2 s, 1 s, and 10 s were estimated based on site-specific $${\mathrm{PGA}}_{\mathrm{surface}}.$$ The calculated factor of safety from field approaches was normalised to produce an integrated liquefaction zonation map. Field data from geophysical testing was also used to generate a vulnerability distribution for the study area. According to the findings, the southern portion of the JR has young sediments and alluvium deposits, resulting in low shear wave velocity ( $${V}_{\mathrm{s}}$$ ) and very strong amplification. As a result, these sites are kept in high to very high vulnerable zones with $$\mathrm{Kg}$$ values of more than 35. This study provides a database for designers working on the construction, development, and expansion-related projects in J&K for developing any prospective earthquake-induced liquefaction mitigation strategies.

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