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- W2381743007 abstract "Through the analysis of the definiteness and randomness in choosing the settlement modification coefficients by the traditional calculation methods for foundation deformation,the maximum entropy theory and bayesian statistic theory were put forward.According to this method the old information was combined with the sample information.The posterior distribution of settlement modification coefficients are obtained.Conjoining the road bed engineering structure of one passenger dedicated railway,the value range of settlement modification coefficients are obtained through its posterior distribution.Based on the maximum entropy theory,the priori probabilities of modification coefficients were estimated to obey uniform distribution.The settlement modification coefficients are obtained through analysing the observed deformation and calculation deformation.Combining the deformation information from the field tests with the prior information,the posterior probabilities of modification coefficients were calculated to obey normal distribution by bayesian statistic theory.The article carried on estimation of bayesian confidence interval and optimum interval estimation.After calculation above,the ranges of modification coefficients have been obtained under different load conditions." @default.
- W2381743007 created "2016-06-24" @default.
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- W2381743007 date "2008-01-01" @default.
- W2381743007 modified "2023-09-26" @default.
- W2381743007 title "Research on deformation of foundation based on maximum entropy principle" @default.
- W2381743007 hasPublicationYear "2008" @default.
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