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- W2379903720 abstract "Under the action of load, semi-rigid asphalt pavement with flexible base (granular macadam) can cause bigger pulling stresses at the bottom of asphalt pavement. So non-linear performance of granular macadam was taken into account, with elastic-plastic finite element method, asphalt undersurface maximum pulling stresses by granular macadam modulus and semi-rigid base modulus influence were analyzed to Jilin Tonghua test road. Above this, 400~500 MPa of flexible base modulus and 1 500~2 000 MPa of semi-rigid base modulus are proposed respectively. Test results indicate the applicability of calculation and analysis results." @default.
- W2379903720 created "2016-06-24" @default.
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- W2379903720 date "2004-01-01" @default.
- W2379903720 modified "2023-09-28" @default.
- W2379903720 title "Theoretical analysis of flexible base and semi-rigid base modulus on asphalt pavement" @default.
- W2379903720 hasPublicationYear "2004" @default.
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