Influence of Asphalt Pavement Holistic Elastic Moduluson Antisliding Performance of Pavement

doi:10.3969/j.issn.16740696.2017.02.06

Journal of Chongqing Jiaotong University(Natural Science) ›› 2017, Vol. 36 ›› Issue (2): 32-37.DOI: 10.3969/j.issn.16740696.2017.02.06

• Highway & Railway Engineering • Previous Articles Next Articles

Influence of Asphalt Pavement Holistic Elastic Moduluson Antisliding Performance of Pavement

WU Guoxiong1,2，GAO Chao1，XIAO Bin3

（1.School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074,P.R.China；2.Department of Transportation and Municipal Engineering, Chongqing Vocational College of Architectural Engineering, Chongqing 400039, P.R.China；3.Chongqing Municipal Design and Research Institute, Chongqing 400020, P.R.China）

Received:2016-06-15 Revised:2016-12-26 Online:2017-02-20 Published:2017-02-28
Contact: 高超（1991—），男，重庆人，硕士，主要从事路面破坏机理方面的研究。Email:1592310693@qq.com。

沥青路面整体模量对路面抗滑性能影响研究

吴国雄1,2，高超1，肖彬3

（1.重庆交通大学土木工程学院，重庆 400074；2.重庆建筑工程职业学院交通与市政工程系，重庆 400039；3.重庆市市政设计研究院，重庆 400020）

作者简介:第一作者：吴国雄（1966—），男，湖北崇阳人，教授，博士,主要从事路面结构分析与破坏机理方面的研究。Email:wgx_ph.d@163.com。
基金资助:
重庆市教委科学技术研究项目（KJ1500508）；2014年度重庆市高校优秀成果转化资助项目（KJZH14104）

Abstract

Abstract: Antisliding performance is the main factor of the asphalt pavement quality control. In order to analyze the influence of asphalt pavement holistic elastic modulus on antisliding performance, the rolling friction and sliding friction tests were carried out respectively on three types of pavements as semiflexible pavement, semirigid pavement and flexible pavement by use of a new type of road friction coefficient measuring instrument, thus the effects of different holistic elastic modulus, upper loads, rotate speed of the test wheel on the pavement friction coefficient were analyzed. On the basis of the above, it is proposed that to control asphalt pavement holistic elastic modulus within 1 300 MPa can meet the requirement of antisliding.

Key words: highway engineering, asphalt pavement, holistic elastic modulus of pavement, rolling resistance coefficient, sliding friction coefficient, antisliding performance

摘要： 抗滑性能是沥青路面质量控制的主要指标。为了分析沥青路面整体抗压回弹模量对抗滑性能的影响，基于一种新型路面摩擦因数测定仪，分别对柔性基层、半柔性基层、半刚性基层3种沥青路面进行了滚动摩擦和滑动摩擦试验，分析了路面结构整体模量、上部荷载、试验轮转速对路面摩擦因数的影响，在此基础上提出将沥青路面整体模量控制在1 300 MPa内以满足抗滑需求。

关键词: 关键词：道路工程, 沥青路面, 路面整体结构模量, 滚动磨阻因数, 滑动磨阻因数, 抗滑性能

CLC Number:

U416.22

WU Guoxiong1,2，GAO Chao1，XIAO Bin3. Influence of Asphalt Pavement Holistic Elastic Moduluson Antisliding Performance of Pavement[J]. Journal of Chongqing Jiaotong University(Natural Science), 2017, 36(2): 32-37.

吴国雄1,2，高超1，肖彬3. 沥青路面整体模量对路面抗滑性能影响研究[J]. 重庆交通大学学报（自然科学版）, 2017, 36(2): 32-37.

References

［1］杨轸,郭忠印.隧道路面抗滑性能测定及其对行车安全影响分析［J］.重庆交通学院学报,2006,25（6）:3842.
YANG Zhen, GUO Zhongyin. Measurement of antislide performance of tunnel road surface and its effect on driving safety［J］.Journal of Chongqing Jiaotong University, 2006,25（6）:3842.
［2］黄宝涛,田伟平,李家春,等.沥青路面抗滑性能定量评价的分形方法［J］.中国公路学报,2008,21（4）:1217.
HUANG Baotao, TIAN Weiping, LI Jiachun, et al. Fractal method based on quantitative evaluation of asphalt pavement antislide performance［J］. China Journal of Highway and Transport,2008, 21（4）:1217.
［3］王吉忠,顾善发,宋年秀.轮胎与路面之间的摩擦和附着［J］.轮胎工业,2002,22（2）:6770.
WANG Jizhong, GU Shanfa, SONG Nianxiu. Friction and adhesion between tire and road surface［J］. Journal of Tire Industry, 2002,22（2）:6770.
［4］王野平.论轮胎与路面间的摩擦［J］. 汽车技术,1999（2）:1014.
WANG Yeping. Friction between tire and road surface［J］. Journal of Automotive Technology, 1999（2）:1014.
［5］彭旭东,谢友柏,郭孔辉.轮胎摩擦学的研究与发展［J］.中国机械工程,1999,10（2）:215219.
PENG Xudong, XIE Youbo, GUO Konghui. Research and development of tire tribology［J］. Journal of China Mechanical Engineering，1999, 10（2） :215 219.
［6］姚祖康.道路路基和路面工程［M］.上海:同济大学出版社,1994：46.
YAO Zukang. Road Subgrade and Pavement Engineering［M］.Shanghai: Tongji University Press,1994:46.
［7］中交公路规划设计院.JTG D 50—2006公路沥青路面设计规范［S］.北京:人民交通出版社,2007.
CCCC Highway Consultants Co.，Ltd. JTG D 50—2006 Specifications for Design of Highway Asphalt Pavement［S］.Beijing: China Communications Press,2007.
［8］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）,2005,25（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）, 2005,25（4）:912.
［9］李峰,孙立军.基层模量对沥青路面力学性能的影响分析［J］.公路交通科技,2006,23（10）:4143.
LI Feng, SUN Lijun. Analysis of the influence of base course modulus on the mechanics performance of asphalt pavement［J］. Journal of Highway and Transportation Research and Development，2006,23（10）:4143.

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Influence of Asphalt Pavement Holistic Elastic Moduluson Antisliding Performance of Pavement

沥青路面整体模量对路面抗滑性能影响研究

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