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- W2393889623 abstract "To study the similarities and differences of force and deformation of asphalt pavement under single round and two round loads,and to verify the effectiveness of using single round uniformly distributed load equivalent two-round uniformly distributed load.Firstly,the deflection and stress of asphalt pavement under two-round uniform distributed load were studied,and then the comparative stress analysis of asphalt pavement under single round and two round loads based on elastic layer theory and numerical simulation study by dynamic loading of double-and single-round were carried out.The results show that: both in the static and dynamic load mode,except some differences existing in the road surface,with the increase in the depth of the pavement structure,deflection and stress trends and size are consistent for single round and two round loads,which means that with a single round uniformly distributed load equivalent to two-round to design and testing is feasible and effective." @default.
- W2393889623 created "2016-06-24" @default.
- W2393889623 creator A5061223537 @default.
- W2393889623 date "2012-01-01" @default.
- W2393889623 modified "2023-09-24" @default.
- W2393889623 title "Comparative Study of Asphalt Pavement Force Under Single and Double-round Loads" @default.
- W2393889623 hasPublicationYear "2012" @default.
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