Bituminous pavement anti-sliding security risk real-time sensing pre-warning method
A safety risk and pavement technology, applied in resources, instruments, electrical digital data processing, etc., can solve the problems of manpower, material resources, slow data collection, automation, and low degree of informatization, achieving high degree of restoration and high accuracy Effect
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Embodiment 1
[0034] A section of test road was selected, and the anti-skid safety risk real-time perception and warning of the asphalt pavement was carried out, which specifically included the following steps:
[0035] Step 1: Establish the anti-skid risk model of the anti-skid warning road section: use a high-precision self-focusing three-dimensional surface measuring instrument to scan and image the surface texture of the road surface selected for the test section, and obtain the three-dimensional texture image of the road surface (such as figure 2 shown), through data analysis, the fractal dimension H=2.85 and the texture elevation h 0 =2.1×10 -3 , upper limit wave vector q l =4800m -1 , lower limit wave vector q L =1200m -1 , magnification ζ=10, proportional coefficient p(ζ)=10 -2 Equal pavement texture characteristic parameters, the measured pavement texture parameters, Poisson's ratio γ = 0.5 and the calculated viscoelastic modulus of the rubber tire Substituting the persson ...
Embodiment 2
[0041] A section of test road was selected, and the anti-skid safety risk real-time perception and warning of the asphalt pavement was carried out, which specifically included the following steps:
[0042] Step 1: Establish the anti-skid risk model of the anti-skid warning road section: use a high-precision self-focusing three-dimensional surface measuring instrument to scan and image the surface texture of the road surface selected for the test section, and obtain a three-dimensional texture image of the road surface (such as image 3 shown), through data analysis, the fractal dimension H=2.2 and the texture elevation h 0 =7×10 -4 , upper limit wave vector q l =6000m -1 , lower limit wave vector q L =600m -1 , magnification ζ=15, proportional coefficient p(ζ)=10 -2 Equal pavement texture characteristic parameters, the measured pavement texture parameters, Poisson's ratio γ = 0.5 and the calculated viscoelastic modulus of the rubber tire Substituting the persson formula...
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