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- W2362969488 abstract "The authors proposed a probabilistic design method based on theoretical analysis of reliability.According to the empirical expression in the code of dyke design,the limit state equations of overtopping,seepage stability and slope slide stability for a typical dyke with inclining facing and twophase fluvial base were formulated.The Monte Carlo method was employed to assess the stability.Discussion was made in detail about the influences of several geometric and geotechnical parameters on the reliability index.The reliability index for wave overtopping increases with the dyke height.The reliability index for seepage stability would increase with increasing of slope ratio,crest width,thickness of clay stratum,width of foreland,thickness and width of counter weight blankets,and it would decreases with increasing of the permeability coefficient of sand and clay stratum.The reliability index for slope stability would increase with increasing of the slope ratio.A design process for this type of dyke was suggested." @default.
- W2362969488 created "2016-06-24" @default.
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- W2362969488 date "2003-01-01" @default.
- W2362969488 modified "2023-09-25" @default.
- W2362969488 title "Study on reliability design method of flood defenses" @default.
- W2362969488 hasPublicationYear "2003" @default.
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