• Qamre Hasan

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 order to compare the liquefaction potential evaluated based on site the spt data and cpt data, a specific site in Lucknow, have been selected and studies. At the end some correlation was derived between the obtain results and their validities were discussed.

Liquefaction potential, spt and cpt, dynamic loading

"A Review On Assessment Of Liquefaction Of Soils With Emphasis Spt And Cpt Based Method", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 11, page no.393-397, November-2018, Available :http://www.jetir.org/papers/JETIR1811250.pdf

"A Review On Assessment Of Liquefaction Of Soils With Emphasis Spt And Cpt Based Method", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 11, page no. pp393-397, November-2018, Available at : http://www.jetir.org/papers/JETIR1811250.pdf