Abstract: Methods for estimating the stability of the ocean floor under wave loading and the determination of wave‐induced pore‐water pressures are critically reviewed. Two new computer programs for analyzing the effects of waves ...

Abstract: Two methods found in current engineering practice for the dynamic response analysis of reinforced‐soil retaining‐wali structures are reviewed. The first method is an iterative equivalent linear clastic approach, and the ...

Abstract: Following disastrous earthquakes in Alaska and in Niigata, Japan in 1964, Professors H. B. Seed and I. M. Idriss developed and published a methodology termed the “simplified procedure” for evaluating liquefaction resistance ...