• Qamre Hasan
• Dr. sabih Ahmad

Abstract -The geotechnical characteristic of soil layer is one of the main factors influencing liquefaction potential of the ground. Liquefaction refers to the loss of strength in saturated, cohesion less soils due to build-up of pore water pressure during dynamic loading. The geotechnical characteristic of the soil has been measured both from standard penetration test and cone penetration test method for the same seismic condition. In this paper liquefaction potential is evaluated based on spt and cpt data of a thermal power project at site located in zone 4. At the end some correlation was derived between the obtain results and their validities were discussed. In this study 10 borehole SPT and 10 borehole CPT Data up to 14 m depth were analysed for assessment of liquefaction of soil. In recent years, various researchers have expressed the need for location-based study of seismic soil properties and analysis of Liquefaction in Soils.

Keyword: - LIQUEFACTION, SPT & CPT, CRR, CSR,

"Assessment of liquefaction of soils using standard penetration and cone penetration test-based method", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.132-144, April-2019, Available :http://www.jetir.org/papers/JETIR1904B21.pdf

"Assessment of liquefaction of soils using standard penetration and cone penetration test-based method", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp132-144, April-2019, Available at : http://www.jetir.org/papers/JETIR1904B21.pdf