Asphalt aging index determination method
A measurement method, asphalt technology, applied in the direction of applying stable tension/compression to test the strength of materials, measuring devices, and preparation of test samples, etc., can solve the problem of directly and objectively reflecting the aging degree of asphalt, difficulty in applying on-site production, Troublesome detection procedures and other problems, to achieve the effect of simple and direct measurement method, suitable for on-site production
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Embodiment 1
[0066] The present embodiment provides a kind of assay method of asphalt aging index, and it comprises the following steps:
[0067] Step 1: take production asphalt and age according to the test method T0610 of "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTG E20-2011) to obtain aged asphalt;
[0068] Step 2: taking aged asphalt to replace production asphalt in proportions of 0%, 10%, 20%, 30%, 40%, 50%, 60%, 70%, 80%, 90%, and 100%, to form mixed asphalt;
[0069] Step 3: Take mixed asphalt with different aging degrees and prepare AC-25 hot mix asphalt mixture according to "Technical Specifications for Construction of Highway Asphalt Pavement" (JTG F40-2017);
[0070] Step 4: Use asphalt mixtures with different aging degrees to form cylindrical specimens according to the test method T0702 of "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTG E20-2011);
[0071] Step 5: Carry out the low-temperature splitting test of...
Embodiment 2
[0080] This embodiment discloses the application of a method for determining the aging index of asphalt;
[0081] Specifically, take two kinds of asphalt, numbered AS1 and AS2, and age them according to the test method T0610 of "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTG E20-2011), then conduct ductility and penetration ratio tests, and use Samples with the same gradation and asphalt ratio as in Example 1 were subjected to a low-temperature bending test according to the T0716 test method of "Test Regulations for Asphalt and Asphalt Mixtures in Highway Engineering" (JTG E20-2011), to obtain splitting tensile strength and failure tensile strength Strain; the details are as follows:
[0082]
[0083] According to the traditional indicators, the residual ductility and penetration ratio of AS2 asphalt are larger than those of AS1 asphalt. It can be concluded that the anti-aging performance of AS2 asphalt is better. For low temperature crack ...
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