AI Article Synopsis

  • A new design method for durable flexible base asphalt pavement was introduced to tackle the anti-rutting issue, supported by various experiments and calculations.
  • This method includes guidelines for selecting suitable asphalt based on penetration and anti-rutting characteristics, as well as a unique gradation design that addresses rutting and fatigue performance using advanced fractal analysis.
  • Additionally, it provides calculation methods for assessing fatigue life and rutting, incorporating the effects of creep damage, and has been validated through real-world engineering applications and numerical tests.

Article Abstract

To solve the durability of flexible base asphalt pavement, especially its anti-rutting problem, a design method on durable asphalt pavement of flexible base on anti-rutting performance was put forward in the paper, based on many experiments and calculations. Firstly, a method that asphalt could be selected according to penetration and the anti-rutting factor of its base asphalt was found, which solved the problem of the asphalt selection of the flexible base asphalt mixture design. Meanwhile, a method of skeleton-density structure gradation design was proposed based on the fractal void ratio of coarse aggregate, fractal volume of fine aggregate in coarse aggregate, penetration, fractal dimension of gradation particle size, and rutting tests, which effectively solved in advance the rutting and fatigue performance of flexible base asphalt mixtures. Then, on the basis of the fatigue damage, a calculation method of fatigue life was suggested, which solved the problem that the fatigue damage of asphalt mixtures rarely considered the combined effects of creep damage and fatigue damage. In addition, a calculation method of rutting was formulated based on vehicle dynamic load and ANSYS 16.0 software. Lastly, the feasibility of the design method on durable asphalt pavement of flexible base on anti-rutting performance was verified combining with the real engineering of a supporting project and several numerical calculations and tests.

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Source
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC10672057PMC
http://dx.doi.org/10.3390/ma16227122DOI Listing

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