4.6 Article

Site characterization through combined analysis of seismic and electrical resistivity data at a site of Dhanbad, Jharkhand, India

Journal

ENVIRONMENTAL EARTH SCIENCES
Volume 78, Issue 6, Pages -

Publisher

SPRINGER
DOI: 10.1007/s12665-019-8231-2

Keywords

Site characterization; HVSR; MSOR; Shear-wave velocity; Electrical resistivity tomography (ERT)

Funding

  1. Central Public Works Department of Dhanbad
  2. Indian Institute of Technology (Indian School of Mines), Dhanbad, Jharkhand, India [FRS (103)/2016-2017/AGP]
  3. DST (SERB), Govt. of India [SB/S4/ES-640/2012]

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We present the seismic site characterization study using joint modelling of Horizontal-to-Vertical Spectral-Ratio (HVSR) and Rayleigh wave-phase velocity-dispersion curves obtained from Multi-channel Simulation with One Receiver (MSOR) in a part of Dhanbad, Jharkhand, India. The joint analysis of these two different but complementary datasets puts stronger constraints on the model parameter search space than one dataset and may help us in finding more unique shear-wave velocity model. The microtremor data from 12 observation points were utilized to iteratively search 1D shear-wave velocity profiles in a predefined model search space. These 1D shear-wave velocity models were interpolated to generate a 2D shear-wave velocity profile of the site using the cubic spline method. Our results show that the high peak amplitude value of HVSR is associated with low peak-period values of HVSR at a distance of similar to 60m from the southern end of the profile; which may indicate the presence of the Basin Edge Effect. We identified four layers based on significant changes in the shear wave velocities to a depth of similar to 60m. The major impedance contrasts are located at average depths of similar to 13m, similar to 40m and similar to 55m, respectively. These layers from the surface may indicate the presence of soil, highly weathered rock mass, moderately weathered rock and bedrock, respectively. The depth of engineering solid bedrock (V-s>600m/s) is found at the depth of 55m in the south which gradually decreases to a depth of 40m in the northern end of the profile. The shear-wave velocity (V-s 30) for this area varies between 293 and 357m/s; which can be classified as D-type site. For validation and comparison of our results, the Electrical Resistivity Tomography (ERT) data were also recorded along the same traverse using Wenner and Schlumberger configurations. Our results show a significant amount of correlation between the 2D shear-wave velocity and resistivity profiles obtained from joint analysis of tremor and ERT data.

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