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    • Effective Stress Analysis of Pile Foundations in Liquefiable Soil 

      Bowen, H.; Cubrinovski, M.; Jacka, M.E. (University of Canterbury. Civil and Natural Resources Engineering., 2007)
      An advanced dynamic analysis based on the effective stress principle is used to evaluate the seismic performance of foundation piles of a bridge pier in Christchurch. The employed method permits accurate simulation of ...