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Prediction of earthquake-induced liquefaction for level and gently sloped ground

Prediction of earthquake-induced liquefaction for level and gently sloped ground

This paper presents a simplified procedure for predicting earthquake-induced level and sloped ground failure, namely liquefaction and shear failure. It consists of a framework where cyclic stress ratio (CSR), static stress ratio (SSR) and undrained shear strength (USS) are formulated considering simple shear conditions, which…