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- W2381724882 abstract "Vague information widely exits in parameters used for analyzing geotechnical engineering. After the distribution of eigenvalue of samples had been studied, it was indicated that the vague factors in parameters could not be ignored. According to the membership function of parameters, the equations of fuzzy eigenvalue of sample parameters was deduced. Its reasonability was also proved. The case study indicates that the fuzzy method is better than the classical stochastic method because its variance is less than the results obtained by stochastic method in any case. The results also indicate that the fuzzy statistic method is worth of being generalized in engineering application." @default.
- W2381724882 created "2016-06-24" @default.
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- W2381724882 date "2004-01-01" @default.
- W2381724882 modified "2023-09-28" @default.
- W2381724882 title "Research on fuzzy eigenvalues of samples of rock and soil" @default.
- W2381724882 hasPublicationYear "2004" @default.
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