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- W327925769 abstract "Currently, and based on the Australian Mechanistic- Empirical Pavement Design Procedure, the indirect tensile (IDT) test is commonly conducted to determine the asphalt indirect resilient modulus. This test is carried out on a 100 mm diameter by 50 mm high specimen. However, the current simple performance test (SPT) procedure requires the dynamic modulus to be obtained from the axial compression test performed on 100 mm diameter by 150 mm high specimen. One issue related to the axial compression test is that it is often impossible to obtain this size of specimen from an actual pavement since a typical asphalt layer thickness is less than 150 mm in New Zealand. Therefore, the IDT test becomes more appropriate for existing pavement evaluation due to its advantage of being able to test the smaller cored specimens. In this research, two common types of asphalt mixes were tested at two different air void percentages. Graphical and statistical comparisons of results were presented in order to assess their interrelationships. The dynamic modulus was calculated based on the theory of linear viscoelasticity utilising two different IDT test configurations. In the first configuration, only horizontal deformation across the diametral plane was considered, while in the second configuration both horizontal and vertical displacements were utilised. The interrelationship between the dynamic modulus obtained from the IDT tests and that from the dynamic modulus test was discussed in this research through experimental and analytical study. The findings indicate a rather promising link between IDT and axial compression test data. Based on the statistical analysis, more than 90% of the extracted data showed complete similarity." @default.
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- W327925769 date "2014-12-01" @default.
- W327925769 modified "2023-09-27" @default.
- W327925769 title "Dynamic modulus determination from Australian IDT test" @default.
- W327925769 hasPublicationYear "2014" @default.
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