Modulus decay-based asphalt pavement structure relative deflection calculation method
A technology of asphalt pavement and calculation method, applied in the directions of calculation, computer-aided design, design optimization/simulation, etc., can solve the problems of low comparability of road surface deflection and poor objectivity of the time change law of road surface deflection, and achieve The effect of improving prediction accuracy
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[0028] In order to better illustrate the principles and solutions of the present invention, the content involved in the technical solutions of the present invention is explained in detail below. For more specific technical solutions, please refer to the embodiment solutions.
[0029]
[0030] Relative deflection used in the present invention refers to the road section representative deflection value l of each year after completion n Divided by the road section under the standard state of the new pavement to represent the deflection value l 0 . It is stipulated that unfavorable seasons and a temperature of 20°C are the standard state of the deflection test, and the test results under the non-standard state are corrected to the standard state.
[0031] 0 >
[0032] The initial modulus of resilience E of used asphalt pavement structure surface course, base course and subgrade in the present invention 0 It is selected within the value range given by the highway asphalt pavem...
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