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Shear asphalt cement into fine particles.
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Experiments and heterogeneous simulations are combined to investigate cracking behavior of sheared asphalt mixture.
However, fracture resistance must not be ignored when developing even more shear resistance asphalt mixtures.
The results reveal that both viscosity and complex shear modulus of asphalt binder remarkably increase when the NMN is added into the control asphalt, and decrease slightly when the PMN is added.
Besides, the brucite fiber can effectively improve the rutting resistance and shear prevention of asphalt binders.
An in-house shearing device was used to evaluate the shear behavior between asphalt layer and PCC layer.
It was found that the addition of SBR latex and epoxy improve the high and low temperature properties and shear strength of asphalt significantly.
The shear strength of asphalt mastic with and without bio-oil increased with an increase in filler-to-binder ratio.
The model was proposed to utilize a power equation with six factors, namely shear strength of asphalt mixture, shear stress of pavement structure, number of load repetitions, pavement temperature, vehicle speed and pavement depth.
The density, percent voids in mineral aggregated (PVMA), Marshall stability, compressive strength, splitting strength and shear strength of asphalt mixtures are respectively studied by series of laboratorial tests.
Based on the results, it was found that the addition of bio-oil extracted from sawdust has significantly increased the complex shear modulus of asphalt binder at the same frequency conditions after going through rolling thin film oven (RTFO), which is desirable for rutting prevention of asphalt mixtures.
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