RIS ID
85971
Abstract
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 simulate field stress during earthquakes more realistically.
COinS
Publication Details
Chiaro, G. & Koseki, J. (2013). Prediction of earthquake-induced liquefaction for level and gently sloped ground. 19th New Zealand Geotechnical Society Symposium (pp. 61-68). New Zealand: Institution of Professional Engineers New Zealand.