Abstract:The assessment of liquefaction potential in the present study is based on deterministic and probabilistic approach. The deterministic approach was used to analyze the liquefaction assessment of loose saturated river bed deposit with emphasis to two benchmark location. A wide range earthquake data in form of PGA’s value of 0.18g, 0.37g, 0.6g, 0.75g is used as input motion. The dynamic properties of soil were evaluated by using SPT data obtained from the bore log locations. The shear stress induced within soil d… Show more
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