Albert T.F. Chen 1988 Two different approaches are used to estimate pore pressures and settlement in a 50-ft (15.2-m) sand deposit subjected to a variety of earthquake loadings. Although the two approaches seem consistent in predicting the occurrence of liquefaction, the results show that they are quite divergent in estimating pore-pressure build-ups and magnitude of ground settlement. application/pdf en Publ by ASCE On seismically induced pore pressure and settlement text