Titlebook: Local Site Effects and Ground Failures; Select Proceedings o T. G. Sitharam,Ravi Jakka,L. Govindaraju Conference proceedings 2021 The Edito

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978-981-15-9986-6The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor

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Local Site Effects and Ground Failures978-981-15-9984-2Series ISSN 2366-2557 Series E-ISSN 2366-2565

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TSH582

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Soil Amplification Study for Kalyani Region, Kolkata, are prone to amplifying ground motions and (ii) to analytically evaluate amplification ratio using computer program for earthquake site response analysis. Peak ground acceleration at different depth is calculated for all the selected six sites with the help of soil profile. For this purpose, one-di

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Nonlinear Soil Amplification Models for a Moderately Active Seismic Zone in India,inearity are the factors influencing the local site response. The important parameter in assessing the site response is the “amplification factor,” which is usually correlated to Shear Wave velocity in the top 30 m (Vs.). Though using V. as an index for amplification is simple and robust, it is not

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Prediction of Future Surface PGA in the States of Indo-Gangetic Basin Considering Site Specific Stuegion, major earthquake damages have been reported in the past. Several attempts have been made for different site response studies and estimation of earthquake risk in the region. However, most of them consider only shallow soil information < 50 m and available ground motions. Present study attempt