吉林大学学报(工学版) ›› 2024, Vol. 54 ›› Issue (10): 2941-2951.doi: 10.13229/j.cnki.jdxbgxb.20230110

• 交通运输工程·土木工程 • 上一篇    

多孔沥青路面路用性能跟踪检测

蔡正森1,2(),伍宇2,许新权2,范剑伟1,马涛1,郑鸿柔2   

  1. 1.东南大学 交通学院,南京 211189
    2.广东华路交通科技有限公司,广州 510420
  • 收稿日期:2023-02-16 出版日期:2024-10-01 发布日期:2024-11-22
  • 作者简介:蔡正森(1990-),男,工程师,博士研究生.研究方向:公路路面.E-mail: caizs06@163.com
  • 基金资助:
    国家重点研发计划项目(2021YFB2600601);国家自然科学基金青年基金项目(52008101)

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

摘要:

对比和分析了广东省高速公路多孔沥青路面近年抗滑、渗水及降噪性能变化状况,研究了多孔沥青路面铺设前后路段交通事故降低幅度,测试了车道不同位置的路面渗水系数,并使用新的试验方法来测试和评价多孔沥青路面的侧向排水能力。结果表明:小粒径多孔沥青路面初始抗滑性能相对较好,但工后两年抗滑性能开始下降;大粒径多孔沥青路面工后两年抗滑性能继续呈现上升趋势。小粒径多孔沥青路面渗水系数衰减速度快于大粒径多孔沥青路面。车辆轮迹带排水性能优于轮迹带中间及路肩处;大粒径多孔沥青路面厚度是小粒径多孔沥青路面的2倍,但侧向排水能力相差2.39倍。多孔沥青路面铺设后,晴天事故数减少64.3%,雨天事故数减少57.1%,总事故数减少59.5%;多孔沥青路面对改善高速公路排水困难点的交通安全具有积极作用。本文可为新建和养护排水沥青路面的工程决策提供参考。

关键词: 道路与铁道工程, 排水沥青路面, 交通事故减少, 排水性能

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

中图分类号: 

  • U414

表1

所选路段"

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

图1

路面渗水系数的不同测试方法"

图2

排水沥青路面横向力系数(SFC)"

图3

排水沥青路面渗水系数"

图4

排水沥青路面行车噪声"

图5

路面不同位置渗水系数"

图6

不同路段渗水系数"

表2

不同测试方法所测渗水系数"

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

图7

交通事故对比"

图8

排水沥青路面铺设前后路段事故变化"

表3

不同长度UHPP路段事故减少情况"

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
1 Zeng Q, Hao W, Lee J. Investigating the impacts of real-time weather conditions on freeway crash severity: a Bayesian spatial analysis[J]. International Journal of Environmental Research and Public Health, 2020, 17(8):No.2768.
2 马翔,倪富健,李强.排水面层渗流模型及参数[J].东南大学学报:自然科学版, 2014,44(2): 381-385.
Ma Xiang, Ni Fu-jian, Li Qiang. Seepage model and parameters of drainage surface layer[J]. Journal of Southeast University(Natural Science Edition), 2014,44(2): 381-385.
3 杨军,王昊鹏,吴琦. 潮湿沥青路面抗滑性能数值模拟[J].长安大学学报:自然科学版, 2016,36(3):25-32.
Yang Jun, Wang Hao-peng, Wu Qi. Numerical simulation of skid resistance of wet asphalt pavement[J]. Journal of Chang'an University(Natural Science Edition), 2016,36(3):25-32.
4 李明亮,袁春坤,李俊,等.车辙变形对多孔沥青路面排水性能的影响[J].长安大学学报:自然科学版, 2020, 40(1):107-115.
Li Ming-liang, Yuan Chun-kun, Li Jun, et al. Effect of rutting deformation on drainage performance of porous asphalt pavement[J]. Journal of Chang'an University (Natural Science Edition), 2020,40(1):107-115.
5 郑彬双.无人驾驶车辆制动过程沥青路面抗滑特性及感应需求研究[D].南京:东南大学交通学院,2021.
Zheng Bin-shuang. Research on skid resistance characteristics and sensing demand of asphalt pavement during braking of unmanned vehicles[D]. Nanjing:School of Transportation, Southeast University, 2021.
6 何兆益,李金凤,周文,等.多孔沥青混合料的动态模量及其预估模型[J].吉林大学学报:工学版,2022,52(6):1375-1385。
He Zhao-yi, Li Jin-feng, Zhou Wen, et al. Dynamic modulus and prediction model of porous asphalt mixtures[J]. Journal of Jilin University(Engineering and Technology Edition). 2022,52(6): 1375-1385.
7 .公路路基路面现场测试规程 [S].
8 Chen J, Yin X, Wang H, et al. Evaluation of durability and functional performance of porous polyurethane mixture in porous pavement[J]. Journal of Cleaner Production, 2018, 188: 12-19.
9 Zhang J, Cui X, Li L, et al. Sediment transport and pore clogging of a porous pavement under surface runoff[J]. Road Materials and Pavement Design, 2017, 18(Sup.3):240-248.
10 Cui L, Bhattacharya S. Choice of aggregates for permeable pavements based on laboratory tests and DEM simulations[J]. International Journal of Pavement Engineering, 2015, 18(1/2):160-168.
11 .排水沥青路面设计与施工技术规范 [S].
12 张璠,陈荣生.排水性沥青路面混合料的渗透性能试验测试技术[J].东南大学学报:自然科学版,2010,40(6):1288-1292.
Zhang Fan, Chen Rong-sheng. Test and testing technology for permeability of drainage asphalt pavement mixtures[J]. Journal of Southeast University (Natural Science Edition), 2010,40(6): 1288-1292.
13 陈锋,季天剑.排水性沥青路面的排水性能研究[J].南京航空航天大学学报,2017,49(4):568-573.
Chen Feng, Ji Tian-jian. Study on the drainage performance of drainage asphalt pavement[J]. Journal of Nanjing University of Aeronautics and Astronautics, 2017, 49(4): 568-573.
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