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PROBABILISTIC ANALYSIS OP SEAFLOOR LIQUEFACTION
[摘要] To investigate the reliability of a sandy soil layer in an ocean wave environment a liquefaction model is used in conjunction with a first order reliability method. Thus, sensitivity indices of the soil-water system with respect to the uncertain strength and input variables are computed, and the relative importance of the various factors defining the problem can be determined. The relationship of this approach with more conventional design methods (deterministic models, risk models) is discussed along with the range of applicability of the different safety measurements.
[发布日期]  [发布机构] 
[效力级别]  [学科分类] 建筑学
[关键词] seafloor liquefaction;probabilistic analysis [时效性] 
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