Journal of Jilin University(Engineering and Technology Edition) ›› 2024, Vol. 54 ›› Issue (10): 2941-2951.doi: 10.13229/j.cnki.jdxbgxb.20230110

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Pavement performance tracking and testing of porous asphalt pavement

Zheng-sen CAI1,2(),Yu WU2,Xin-quan XU2,Jian-wei FAN1,Tao MA1,Hong-rou ZENG2   

  1. 1.School of Transportation,Southeast University,Nanjing 211189,China
    2.Guangdong Hualu Communications Co. ,Ltd. ,Guangzhou 510420,China
  • Received:2023-02-16 Online:2024-10-01 Published:2024-11-22

Abstract:

In this paper, changes of skid resistance, water seepage and noise reduction performance of drainage asphalt pavement in Guangdong Province in recent years were compared and analyzed. The reduction ranges of road traffic accidents before and after the construction of drainage asphalt pavement were studied and the water seepage coefficients in different positions of drainage asphalt pavement lanes were tested. A new test method to test and evaluate the lateral drainage capacity of drainage asphalt pavement was put forward. The results show that the initial anti-sliding performance of the small particle drainage asphalt pavement is relatively high, but the anti-sliding performance begins to decline two years after construction. The anti-sliding performance of large particle drainage asphalt pavement continues to show an upward trend after two years of construction. The attenuation of water permeability coefficient of small particle size drainage asphalt pavement is faster than that of the large particle size drainage asphalt pavement. The water seepage performance of the vehicle wheel track belt is greater than that of the middle of the wheel track belt and the road shoulder. The thickness of the drainage asphalt pavement with large particle size is twice of that with small particle size, but its lateral drainage capacity is 2.39 times of that with small particle size. After the paving of the drainage asphalt pavement, the number of accidents in sunny days, rainy days and in all of the days in the statistical sections were reduced by 64.3%, 57.1% and 59.5% respectively. Drainage asphalt pavement plays a positive role in improving the traffic safety of drainage difficult points in expressways. This paper can provide reference for engineering decision in the construction and maintenance of drainage asphalt pavements.

Key words: road and railway engineering, drainage asphalt pavement, traffic accident reduction, drainage performance

CLC Number: 

  • U414

Table 1

Selected sections"

路面类型项目简写年平均日交通量/辆通过筛孔(方孔筛,mm)百分率/%油石比/%

项目

类型

13.29.54.752.361.180.60.30.150.075
UHPPCH-201914 051/97.921.216.710.67.86.15.75.05.1养护
UHPPGL-201920 108/98.120.713.110.48.16.25.44.45.1养护
UHPPJB-201917 455/97.621.617.414.510.47.05.34.85.0养护
UHPPGL-202015 690/97.420.217.313.69.56.55.34.65.0养护
UHPPJB-202113 309/98.017.713.710.37.95.64.63.65.2养护
PUC-10GQ-202156 926/99.020.814.710.38.16.55.95.25.3养护
OGFC-13ZH-202012 98196.363.816.913.510.17.06.04.73.65.2新建
OGFC-13HL-2020150894.560.017.014.511.88.96.85.74.25.06新建
PAC-13KY-202129 83196.563.624.018.214.313.08.87.05.24.7改扩建

Fig.1

Different testing methods for pavement permeability coefficient"

Fig.2

Sideway force coefficient (SFC) values of drainage asphalt pavement"

Fig.3

Permeability coefficient values of drainage asphalt pavement"

Fig.4

Driving noise values of drainage asphalt pavement"

Fig.5

Permeability coefficient values at different positions on the drainage asphalt pavement"

Fig.6

Permeability coefficient values of different sections"

Table 2

Permeability coefficient measured by different testing methods"

组别项目交通量大中型车比例/%渗水系数(mL·min-1差值/ (mL·min-1差值均值/(mL·min-1
方法一方法二方法三
组1CH-201914 05116.0755523688165281
GL-201920 10825.81 263709998289
JB-201915 69010.62 8871 9762 366390
组2GL-202017 45529.32 8262 3742 620246305
JB-202113 30913.24 8693 5743 959385
GQ-202156 9269.62 9202 2152 500285
组3ZH-202012 9814.14 1722 4203 147727728
HL-20201 50832.25 7752 5313 409878
KY-202129 8319.46 2373 6514 231580

Fig.7

Comparison of traffic accidents"

Fig.8

Changes in road accidents before and after the laying of drainage asphalt pavement"

Table 3

Accident reductions on UHPP sections of different lengths"

组别序号

长度/

m

工前事故率/[起·(1000 km)-1·年-1工后事故率/[起·(1000 km)-1·年-1事故率降低/ %均值/ %
组A11006.551.495.065.03
21503.231.092.14
31505.261.473.79
41505.522.063.46
51505.792.433.36
615013.471.1012.37
组B12004.001.822.182.92
22006.351.145.21
32006.893.523.37
42009.023.125.90
520010.755.894.86
62302.852.580.27
72650.980.850.13
82782.860.342.52
94003.990.903.09
104004.232.541.69
组C17001.660.001.661.17
28350.830.850.08
39302.310.551.76
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