Asphalt mixture self-healing capability evaluating method
An asphalt mixture and evaluation method technology, which is applied in the direction of using a stable bending force to test the strength of materials, etc., can solve the problems of insufficient accuracy and can not reflect the recovery degree of the asphalt mixture's resistance to load action, and is easy to popularize and test. The method is simple and feasible, and the experimental data is accurate and reliable.
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Embodiment 1
[0041] Such as figure 2 , under the test conditions of 15°C and 500 microstrain, the fatigue test was first carried out on the AC-13 matrix asphalt mixture, and the fatigue test was stopped immediately when the stiffness modulus decayed to 50% of the initial value, and the intermittent period was introduced That is healing time. After reaching the set time (2h in this example), the fatigue test starts immediately, that is, the fatigue test after the healing period. The black solid line in the figure indicates the damage rate corresponding to the stiffness modulus of the AC-13 matrix asphalt mixture specimen decaying to 50% of the initial modulus value before the introduction of the healing time; the arrow indicates the healing time after 2 h (15 °C Bottom), the restored stiffness modulus value of the specimen; the black dotted line indicates the corresponding damage rate when the stiffness modulus of the matrix asphalt mixture specimen decays to 50% of the initial modulus va...
Embodiment 2
[0043] The summary of this example is: comparing the self-healing ability of AC-13 SBS modified asphalt mixture and PA-13 SBS modified asphalt mixture, the optimal asphalt ratio is 5.3% and 4.8% respectively.
[0044](1) According to the "Test Regulations for Asphalt and Mixtures in Highway Engineering" JTG E20-2011, the four-point bending fatigue test procedures for asphalt mixtures were carried out respectively for AC-13 SBS modified asphalt mixtures (specimen code 1) and PA- Four-point bending fatigue test of Type 13 SBS modified asphalt mixture (specimen code 2). The test parameters are: the test temperature is 15°C, the loading frequency is 10 Hz, the loading waveform is partial sine wave, the control strain mode is adopted, and the strain level is 500 microstrain.
[0045] (2) Place specimen 1 and specimen 2 in a temperature-controlled box with a temperature of 15°C and cure for 2 hours. The specimens should be placed horizontally on a hard glass plate or ceramic tile wi...
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