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- W2365326534 abstract "Based on the 36° method and analytic geometry, the analytic solution to geometrical parameters of slide in clay subgrade stability evaluation is deduced. The analytic solution has the advantages of precision and suitability for computer programming and high slope stability evaluation, thus the deficiencies of graphical solution in corresponding aspects are removed. Comparative calculation shows that the minimum stability of the slope calculated with the solution is 1.13, while those with methods of Slices and Simplified Bishop's are 1.262 and 1.32 respectively. The test indicates that the analytic solution is more conservative than the other two methods." @default.
- W2365326534 created "2016-06-24" @default.
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- W2365326534 date "2004-01-01" @default.
- W2365326534 modified "2023-09-26" @default.
- W2365326534 title "Analytic solution to geometrical parameters of circular slide in clay subgrade stability evaluation" @default.
- W2365326534 hasPublicationYear "2004" @default.
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