Sharma, B., & Chetia, M. (2015). Deterministic and Probabilistic Liquefaction Potential Evaluation of Guwahati City. In The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (pp. 823-828). Tokyo: Japanese Geotechnical Society, Special Publication.
https://doi.org/10.3208/jgssp.IND-32

has been cited by the following article:

• TITLE: Liquefaction Potential Assessment of Guwahati City Using One Dimensional Ground Response Analysis

  AUTHORS: Amar Farooq Siddique, Binu Sharma

  KEYWORDS: Ground Response Analysis, Equivalent Linear Method, Non Linear Method, Soil Liquefaction

  JOURNAL NAME: Journal of Geoscience and Environment Protection, Vol.8 No.5, May 21, 2020

  ABSTRACT: Guwahati city which lies in the North Eastern region of India, falls in the highest seismic risk zonal level i.e. zone V in India. However, there are very few works on seismic hazard analysis of Guwahati soil considering the local site effects. The effect of large modifications in seismic waves that occur due to variation in soil properties near the surface of the earth is of great importance in geotechnical earthquake engineering. Seismic soil liquefaction, a soil seismic hazard, is evaluated in Guwahati city in terms of factor of safety against liquefaction along the soil profiles using ground response analysis. One dimensional ground response analysis has been conducted using equivalent linear and non linear method using the Deepsoil software. The input motion of 2011 Sikkim earthquake (Mw = 6.9) having bedrock PGA of 0.152 g at 30 m depth is considered. A comparative study has been made of the equivalent linear and non linear analysis in terms of surface PGA (g), maximum strain (%), maximum stress ratio and liquefaction potential using soil profiles of Guwahati city. It has been observed that stiffer soil layer results in similar PGA from both the analysis however non linear analysis generally gives a lesser surface PGA than by equivalent linear analysis. Non linear analysis generally gives a higher strain range and a lower maximum stress ratio as compared to the equivalent linear method. A slightly higher factor of safety is obtained using non linear analysis than using equivalent linear analysis. A soil database of 200 bore holes was used for the study. Spatial distribution of soil liquefaction potential is presented in the form of GIS based maps of factor of safety values.