• Sahil Srivastava
• Pravindra Singh Bhan,Pranav Sharma
• Sakshi Agarwal,Nandini Kaushik
• Rishabh Kumar Singh,Ishika Mittal
• Himanshu Vimal,Hemant Nauhwar,Shantanu Upadhyay

Liquefaction of soil is a phenomenon in which a cohesionless soil (loose sand) in saturated or partially-saturated conditions loses all of its shear strength and stiffness on account of dynamic loading or seismic activities. Liquefaction leads to the catastrophic damages like failures of embankments, earth structures, foundations, natural slopes and causes lateral spreading and numerous losses of human life. In this paper, the liquefaction potential of an area in Dayalbagh, Agra region has been analyzed as the site is near to Yamuna River and the site present in Agra, Uttar Pradesh is in the Earthquake Moderate Damage Risk Zone III. Also, the site is in the central region of India, the soil present is Sandy soil. Hence, the chosen site exhibits mostly all the conditions that trigger Liquefaction. Hence, Liquefaction potential analysis has been conducted for consideration for any construction process in the selected area in future. The liquefaction potential analysis has been done by calculating CRR (Cyclic Resistance Ratio) value or the soil resistance against liquefaction. CRR value will be compared to CSR (Cyclic Stress Ratio) value and the result is FS (Factor of Safety) value against liquefaction. As per the analysis, the chosen site safe from the liquefaction.

Liquefaction, CRR (Cyclic Resistance Ratio), CSR (Cyclic Stress Ratio), SPT (Standard Penetration Test), FS (Factor of Safety), PWP (Pore Water Pressure)

"Analysis of Liquefaction Potential of Soil using SPT Data: Field Assessment (Case Study: Dayalbagh Area, Agra)", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 4, page no.g549-g555, April-2023, Available :http://www.jetir.org/papers/JETIR2304877.pdf

"Analysis of Liquefaction Potential of Soil using SPT Data: Field Assessment (Case Study: Dayalbagh Area, Agra)", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 4, page no. ppg549-g555, April-2023, Available at : http://www.jetir.org/papers/JETIR2304877.pdf