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- W566785046 abstract "The Dutch design method for asphalt pavements is based on the strain at the bottom of the asphalt layer, not taking into account a redistribution of stresses occurring when cracking starts. As a result of this problem this paper discusses the process of crack growth in three asphaltic concrete mixtures using the Paris law: 1) sand asphalt; 2) dense asphaltic concrete 0/16; 3) stone mastic asphalt 0/11. To use the Paris law it is necessary to know the fracture mechanical material parameters A and n. These can be determined if the crack length is known as a function of the number of axle load repetitions and the stress intensity factor. To obtain this information a combination of uniaxial tensile tests and finite element analyses was used. It is demonstrated that a log linear relationship exists between the material parameters A and n, independent of the way in which this relationship is assessed. For the covering abstract of the conference see IRRD 867688." @default.
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- W566785046 date "1994-03-01" @default.
- W566785046 modified "2023-09-23" @default.
- W566785046 title "THE SIMULATION OF THE PROCESS OF CRACK GROWTH IN ASPHALT PAVEMENTS" @default.
- W566785046 hasPublicationYear "1994" @default.
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