Method for estimating remaining life of asphalt pavement of freeway
A technology for asphalt pavement and expressway, applied in the field of testing and evaluating the service performance of asphalt concrete pavement, can solve the problems of rapid decline of pavement function, affecting the normal driving of vehicles, waste of resources, etc., so as to overcome artificial randomness and accurately predict maintenance timing. , The effect of convenient maintenance timing
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[0030] Embodiment: the method for estimating the remaining fatigue life before and after maintenance of highway asphalt pavement, comprises the following steps:
[0031] (1) Calculation of tensile strain at the bottom of asphalt pavement surface layer
[0032] The pavement structure of an expressway is 4cm medium-grained asphalt concrete + 6cm coarse-grained asphalt mixture + 15cm limestone gravel + 15cm limestone soil + 15cm lime soil. Large cracks appeared.
[0033] The calculation model of the above pavement structure is established in Bisar software, and the modulus of medium-grained asphalt concrete is 1800MPa, the modulus of coarse-grained asphalt mixture is 1200MPa, the modulus of fly ash macadam is 1500MPa, and the modulus of flyash soil is 750MPa. The surface equivalent elastic modulus is 60MPa. Calculated by Bisar, under the standard load of 100KN, the tensile strain at the bottom of the asphalt layer is 1.02×10 -4 .
[0034] (2) Indoor splitting fatigue test and...
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