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- W2392895013 abstract "The asphalt pavement structural reliability is analyzed by use of stochastic perturbation theory and structural reliability method.For calculating the asphalt pavement structural reliability index β,deflection is taken as the control index,and asphalt pavement structural design parameters are taken as random variables.The sensitivity of β to these random variables can be calculated.The importance of each random variable to β can also be defined.Calculated results show that the random variables of axis vehicle load P and thickness H2 of road base have the greatest effect on β.Next to them are thickness H1 of surface,soil elastic module E0,number of load action times n,roadway landscape orientation coefficient η,elastic module E2 of road base,and elastic module E1 of surface,and so on." @default.
- W2392895013 created "2016-06-24" @default.
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- W2392895013 date "2008-01-01" @default.
- W2392895013 modified "2023-09-27" @default.
- W2392895013 title "RELIABILITY ANALYSIS OF ASPHALT PAVEMENT STRUCTURE BASED ON STOCHASTIC PERTURBATION THEORY" @default.
- W2392895013 hasPublicationYear "2008" @default.
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