Simplified procedure for evaluating soil liquefaction potential
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Cites background from "Simplified procedure for evaluating..."
...Following disastrous earthquakes in Alaska and in Niigata, Japan in 1964, Seed and Idriss (1971) developed and published the basic ‘‘simplified procedure.’’...
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...Seed and Idriss (1971) formulated the following equation for calculation of the cyclic stress ratio: CSR = (t /s9 ) = 0.65(a /g)(s /s9 )r (1)av vo max vo vo d where amax = peak horizontal acceleration at the ground surface generated by the earthquake (discussed later); g = acceleration of gravity;…...
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...1, along with the mean and range of values proposed by Seed and Idriss (1971)....
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Cites background or methods from "Simplified procedure for evaluating..."
...STRESS REDUCTION COEFFICIENT, dr Seed and Idriss (1971) introduced the stress reduction coefficient dr as a parameter describing the ratio of cyclic stresses for a flexible soil column to the cyclic stresses for a rigid soil column, as illustrated in Figure 1....
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...The original simplified procedure (Seed and Idriss 1971) for estimating earthquake-induced cyclic shear stresses continues to be an essential component of the analysis framework, although there have been a number of refinements to the various components of this framework....
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...…(6) would provide a sufficient degree of accuracy for engineering applications and it is recommended that these equations be used in lieu of the figure originally published by Seed and Idriss (1971) or any of the equations that have been derived over the past 30 or so years based on that figure....
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