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자료유형
학술저널
저자정보
저널정보
한국농공학회 한국농공학회논문집 한국농공학회논문집 제55권 제3호
발행연도
2013.1
수록면
75 - 84 (10page)

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The seepage quantity analysis of reservoir embankment is very important for assessment of embankment safety. However, theconventional analysis does not consider uncertainty of soil properties. Permeability is known that the coefficient of variation is largerthan other soil properties and seepage quantity is highly dependent on the permeability of embankment. Therefore, probabilisticanalysis should be carried out for seepage analysis. To designers, however, the probabilistic analysis is not an easy task. In thispaper, the method that can be performed probabilistic analysis easily and efficiently through the numerical analysis based commercialprogram is proposed. Stochastic response surface method is used for approximate the limit state function and when estimating thecoefficients, the moving least squares method is applied in order to reduce local error. The probabilistic analysis is performed byLHC-MCS through the response surface. This method was applied to two type (homogeneous, core zone) earth dams and permeabilityof embankment body and core are considered as random variables. As a result, seepage quantity was predicted effectively byresponse surface and probabilistic analysis could be successfully implemented.

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