Evaluation Indexes for Anti-sliding Performance and Evaluation Method
of Anti-sliding Life of Asphalt Pavement

doi:10.3969/j.issn.1674-0696.2019.12.10

Journal of Chongqing Jiaotong University(Natural Science) ›› 2019, Vol. 38 ›› Issue (12): 69-75.DOI: 10.3969/j.issn.1674-0696.2019.12.10

• Highway & Railway Engineering • Previous Articles Next Articles

Evaluation Indexes for Anti-sliding Performance and Evaluation Method of Anti-sliding Life of Asphalt Pavement

LI Jingruo1,2, WU Zhuoke3, CHEN Xiaoli3, SUN Hongxian4, TAN Wei2, LI Na4

(1. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, P. R. China; 2. China Merchants Chongqing Communications Research and Design Institute Co. Ltd., Chongqing 400067, P. R. China; 3. Hainan Road & Bridge Investment and Construction Co. Ltd., Haikou 570203, Hainan, P. R. China; 4. Yunnan Yunling Highway Traffic Science and Technology Co. Ltd., Kunming 650032, Yunnan, P. R. China)

Received:2018-09-26 Revised:2018-11-11 Online:2019-12-21 Published:2019-12-24

沥青混合料抗滑性能评价指标与抗滑寿命预估方法研究

李菁若1,2，吴卓科3，陈小莉3，孙宏贤4，谭巍2，李娜4

(1. 重庆交通大学土木工程学院，重庆 400074； 2. 招商局重庆交通科研设计院有限公司，重庆 400067； 3. 海南省路桥投资建设有限公司，海南海口 570203； 4. 云南云岭高速公路交通科技有限公司，云南昆明 650032)

作者简介:李菁若(1988—)，女，河南商丘人，工程师，博士研究生，主要从事道路建材方面的研究。E-mail：lijingruo@cmhk.com。
基金资助:
海南省交通科技项目(JT20160898006)；云南省交通运输厅科技计划项目［云交科2011(A)01-a］

Abstract

Abstract: Aiming at the deficiency of indoor evaluation index and method of anti-sliding performance of asphalt mixture, a tester for testing the friction characteristics of aggregate or asphalt mixture was developed, and its testing principle, instrument parameters and functional purposes were also defined. Secondly, based on the fitting analysis between the asphalt pavement field anti-sliding performance test data and the indoor anti-sliding performance test data, the evaluation method on the anti-sliding life for asphalt pavement was proposed. Moreover, the testing method and evaluation indexes of dynamic friction coefficients of pavement materials were put forward, including attenuation terminal value, attenuation rate, dynamic friction coefficient threshold of asphalt mixture and anti-sliding life. Lastly, the digital quantitative method was used to reveal the influence law of aggregate characteristics, blending scheme, gradation type and thickness on the anti-sliding performance of asphalt pavement, and to clarify the anti-sliding performance improvement scheme.

Key words: road engineering, friction characteristic tester, evaluation index for anti-sliding performance, improving technology for anti-sliding performance, evaluation method of anti-sliding life

摘要： 针对沥青混合料抗滑性能室内评价指标与方法的不足，研发了用于测试集料或沥青混合料摩擦特性的测试仪，并明确了其测试原理、仪器参数与功能用途；其次，基于沥青路面现场抗滑性能测试数据与室内抗滑性能测试数据的拟合分析，提出了沥青路面抗滑寿命预估方法；并提出了路面材料动态摩擦系数的测试方法与评价指标，包括衰减终值Dμ试验终、衰减速率△Dμ、Dμ混-临、抗滑寿命；最后，采用数字化定量方法揭示了集料特性、掺配方案、级配类型与粗细程度等对沥青路面抗滑性能的影响规律，明确了抗滑性能提升方案。

关键词: 道路工程, 摩擦特性测试仪, 抗滑性能评价指标, 抗滑性能提升技术, 抗滑寿命预估方法

CLC Number:

U414

LI Jingruo1,2, WU Zhuoke3, CHEN Xiaoli3, SUN Hongxian4, TAN Wei2, LI Na4. Evaluation Indexes for Anti-sliding Performance and Evaluation Method of Anti-sliding Life of Asphalt Pavement[J]. Journal of Chongqing Jiaotong University(Natural Science), 2019, 38(12): 69-75.

李菁若1,2，吴卓科3，陈小莉3，孙宏贤4，谭巍2，李娜4. 沥青混合料抗滑性能评价指标与抗滑寿命预估方法研究[J]. 重庆交通大学学报（自然科学版）, 2019, 38(12): 69-75.

References

［1］禹海伟.石灰岩用于龙瑞高速公路表层的抗滑技术研究［D］.重庆：重庆交通大学，2015：2-3.
YU Haiwei. Study on Anti-skid Technology of Limestone Used in Surface Layer of Longrui Highway［D］. Chongqing: Chongqing Jiaotong University, 2015: 2-3.
［2］李菁若，张东长，谭巍.粗集料的抗滑耐磨性能评价新方法［J］.公路交通科技，2016，33(12)：76-82.
LI Jingruo, ZHANG Dongchang, TAN Wei. A novel method for evaluating skid-resistance and wear-resistance performance of aggregates［J］. Journal of Highway and
Transportation Research and Development, 2016, 33(12): 76-82.
［3］李菁若，谭巍，罗忠祥，等.用于沥青路面抗滑表层的石灰岩碎石筛选技术［J］.新型建筑材料，2018，45(4)：70-73.
LI Jingruo, TAN Wei, LUO Zhongxiang, et al. The limestone rubble screening technology for wear course of asphalt pavement［J］. New Building Materials, 2018, 45
(4): 70-73.
［4］郑木莲，陈拴发，王选仓，等.纵向摩擦系数在路面抗滑性能评价中的应用［J］.长安大学学报(自然科学版)，2015，25(4)：9-12.
ZHENG Mulian, CHEN Shuanfa, WANG Xuancang, et al. Application of profile frictional coefficient in evaluation of pavement skid-resistant performance［J］. Journal
of Changan University (Natural Science Edition), 2015, 25(4): 9-12.
［5］谭巍.基于沥青路面抗滑特性的实验系统开发与石灰岩优选关键技术研究［D］.重庆：重庆交通大学，2017：19-33.
TAN Wei.Study on Experimental System Development and Key Techno-logy of Limestone Optimization Based on Anti-sliding Characteristics of Asphalt Pavement［D］.
Chongqing: Chongqing Jiaotong University, 2017: 19-33.
［6］禤炜安.基于石灰岩的沥青混合料抗滑性能评价研究［D］.重庆：重庆交通大学，2014：24-34.
XUAN Weian. Study on Skid Resistance Evaluation of Asphalt Mixture Based on Limestone［D］. Chongqing: Chongqing Jiaotong University, 2014: 24-34.
［7］董昭.加速磨耗试验与沥青路面材料抗滑性能衰变规律研究［D］.西安：长安大学，2011：1-4.
DONG Zhao. Study on Accelerated Polishing test and the Regularity of Skid Resistance Degradation of Asphalt Pavement Material［D］. Xian: Changan University,
2011: 1-4.
［8］杨荣尚，张争奇，赵战利.沥青混合料加速加载试验机开发及抗滑衰减模型研究［J］.中外公路，2007，27(5)：206-209.
YANG Rongshang, ZHANG Zhengqi, ZHAO Zhanli. Development of accelerated loading tester and study on the skid-resistance attenuation model of asphalt mixture［J］.
Journal of China & Foreign Highway, 2007, 27(5): 206-209.
［9］张维仁，张耀东，王永平.不同集料磨光值对沥青路面摆值的影响［J］.重庆交通大学学报(自然科学版)，2016，35(5)：58-64.
ZHANG Weiren, ZHANG Yaodong, WANG Yongping. Different aggregate polished value effect on the swing value of asphalt pavement［J］. Journal of Chongqing Jiaotong
University(Natural Science), 2016, 35(5): 58-64.
［10］谭巍，榻炜安.沥青混合料抗滑性能衰减规律试验研究［J］.重庆交通大学学报(自然科学版)，2015，34(6)：53-57.
TAN Wei, XUAN Weian. Attenuation regularity of skid resistance of asphalt mixture［J］. Journal of Chongqing Jiaotong University (Natural Science), 2015, 34(6):
53-57.
［11］黄云涌，邵腊庚，刘朝晖.沥青路面抗滑试验研究［J］.公路交通科技，2002，19(3)：5-8.
HUANG Yunyong, SHAO Lageng, LIU Chaohui. Laboratory test study on antiskid property of asphalt pavement［J］. Journal of Highway and Transportation Research and
Development, 2002, 19(3): 5-8.
［12］钱振东，薛永超，张令刚.沥青路面三维纹理分形维数及其抗滑性能［J］.中南大学学报(自然科学版)，2016，47(10)：3590-3596.
QIAN Zhendong, XUE Yongchao, ZHANG Linggang. 3-D textural fractal dimension and skid resistance of asphalt pavement［J］.Journal of Central South University
(Science and Technology), 2016, 47(10): 3590-3596.

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Evaluation Indexes for Anti-sliding Performance and Evaluation Method of Anti-sliding Life of Asphalt Pavement

沥青混合料抗滑性能评价指标与抗滑寿命预估方法研究

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