• Pawandeep Singh
• Manish Bhutani
• Sanjeev Naval

Estimation of Ground response analysis (GRA) is an important task in designing structures as sever conditions at the surface may occur due to the amplification of seismic design coefficient as compared to the value of bed rock level. very few studies have been carried out to characterize amplification of the Bathinda region soil and very limited attempts have been made to measure the dynamic properties for deeper depths. In the current study, one dimensional equivalent linear ground response analysis using DEEPSOIL has been conducted for 5 sites of Bathinda region using Uttarkashi (1991) earthquake motion. Input ground motion is taken from the worldwide-recorded database based on the seismicity of the region. Shear modulus was calculated using correlation between G and SPT –N Value. The peak ground acceleration was calculated using different ground motion and it has been detected that when Uttarkashi Earthquake motion is considered for the analysis, the PGA values at the ground surface for the sites are found less than the values mentioned in the relevant code.

"PGA STUDIES FOR THE SPECIFIC SITES OF BATHINDA REGION (PUNJAB)", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 6, page no.258-266, June 2019, Available :http://www.jetir.org/papers/JETIR1908342.pdf

"PGA STUDIES FOR THE SPECIFIC SITES OF BATHINDA REGION (PUNJAB)", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 6, page no. pp258-266, June 2019, Available at : http://www.jetir.org/papers/JETIR1908342.pdf