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Shear wave velocity profiling and ground response analysis in Phuentsholing, Bhutan

  • Karma Tempa
  • , Nimesh Chettri
  • , Lily Gurung
  • , Dipendra Gautam*
  • *Corresponding author for this work

Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

Abstract

Shear wave velocity is directly related to earthquake energy characteristics and is a useful parameter in estimating the surface motion parameters. Shear wave velocities can be obtained from geophysical investigation or by empirical correlations. In the present paper, combinations of both approaches are used to estimate shear wave velocity for some locations in Bhutan. Although some measurements based on the multispectral analysis of surface waves are available for the depth up to 22 m, the deep subsoil geology is still unknown in Bhutan. This study estimates the shear wave velocity for the depth until elastic rock (VS> 800 m/s) is found. The results highlight that the elastic rock is found at the depth between 150 and 400 m in Phuentsholing region of Bhutan. Furthermore, one-dimensional equivalent-linear ground response analysis is conducted using equivalent-linear earthquake site response analyses program to estimate shear wave profile, and surface ground motion parameters are obtained.
Original languageEnglish
Article number78
JournalInnovative Infrastructure Solutions
Volume6
Issue number2
Online published12 Jan 2021
DOIs
Publication statusPublished - Jun 2021

Research Keywords

  • Bhutan
  • Ground response analysis
  • Peak ground acceleration
  • Seismic site characterization
  • Shear wave velocity
  • Soil amplification

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