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- W2371932423 abstract "The spatial probabilistic characteristics of the coefficients of consolidation were statistically analyzed according to the engineering geologic investigation data. Based on the principle of two point estimation for probability, the effects of correlation between the vertical coefficient and horizontal coefficient of consolidation on sand drained foundation are studied. Furthermore, the effects of vertical consolidation, radial consolidation and sand drained foundation on the sensitivity of uncertainty are investigated. It is found that the correlation between the vertical and horizontal coefficients has certain influence on probabilistic characteristics of consolidation of sand drained foundation. The probabilistic characteristics of consolidation of sand drained foundation are highly sensitive to the uncertainty of horizontal consolidation coefficient, but they are not sensitive to the uncertainty of vertical consolidation coefficient. On this basis, a simplified analysis method for probabilistic design of sand drained foundation is suggested." @default.
- W2371932423 created "2016-06-24" @default.
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- W2371932423 date "2002-01-01" @default.
- W2371932423 modified "2023-09-23" @default.
- W2371932423 title "Approximate probabilistic design method of sand-drained foundation consolidation" @default.
- W2371932423 hasPublicationYear "2002" @default.
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