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- W2371308896 abstract "Based on the specification of cement concrete pavement design for highway, the reliability of steel-fiber-reinforced concrete pavement is calculated with Monte Carlo simulation method by using MATLAB, and the sensitivity of random variables on the reliability is studied. It can be concluded that the reliability is more sensitive to the variation of the slab thickness and flexural strength of the concrete and less to the variation of steel fiber characteristic parameters of C_v(λ_f), and the reliability changes 0.5% while the variation of steel fiber characteristic parameters of C_v(λ_f) fluctuates between 0.05 and 0.4.When the slab thickness increases to 200 mm, the reliability is no more increase." @default.
- W2371308896 created "2016-06-24" @default.
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- W2371308896 date "2005-01-01" @default.
- W2371308896 modified "2023-09-25" @default.
- W2371308896 title "Reliability Analysis on Steel-Fiber-Reinforced Concrete Pavement and Sensitivity Analysis" @default.
- W2371308896 hasPublicationYear "2005" @default.
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