Evaluation of open-graded friction course mixtures containing cellulose fibers and styrene butadiene rubber polymer

被引:86
|
作者
Hassan, HF [1 ]
Al-Oraimi, S [1 ]
Taha, R [1 ]
机构
[1] Sultan Qaboos Univ, Dept Civil & Architectural Engn, Al Khoud 123, Oman
关键词
porous pavements; asphalt concrete; fibers; polymers; mixtures; friction;
D O I
10.1061/(ASCE)0899-1561(2005)17:4(416)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Open-graded friction course (OGFC) or porous mixtures consist of an open gradation, mostly of coarse size aggregate with little fines. The benefits of an OGFC mixture are typically increased surface permeability, noise reduction, and enhanced surface friction, especially in wet weather. This paper presents the results of a study investigating four different OGFC mixes containing no additives, cellulose fibers, styrene butadiene rubber (SBR) polymer, and a combination of both fibers and SBR polymer. Mix designs were performed according to the design procedure proposed by the National Center of Asphalt Technology for a range of 4.5-6.5% asphalt content. The mixture containing fibers and SBR polymer was selected as an acceptable mix design with an optimum asphalt content of 6.5%. The moisture susceptibility of the selected mix at optimum asphalt content was evaluated. Results were compared with that for a dense mix.
引用
下载
收藏
页码:416 / 422
页数:7
相关论文
共 50 条
  • [21] Design Optimization and Performance Evaluation of the Open-Graded Friction Course with Small Particle Size Aggregate
    Fu, Hao
    Wang, Chaohui
    Yu, GongXin
    Chen, Qian
    Liu, Luqing
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [22] Measurement of Permeability in Horizontal Direction of Open-Graded Friction Course with Rutting
    Yoo, Jaewon
    Nguyen, Tan Hung
    Lee, Eungu
    Lee, Yunje
    Ahn, Jaehun
    SUSTAINABILITY, 2020, 12 (16)
  • [23] Analysis of the Utilization of Open-Graded Friction Course (OGFC) in the United States
    Onyango, M.
    Woods, M.
    AIRFIELD AND HIGHWAY PAVEMENTS 2017: PAVEMENT INNOVATION AND SUSTAINABILITY, 2017, : 137 - 147
  • [24] Pavement and Noise Reduction Performance of Open-Graded Asphalt Friction Course Improved by Waste Tire Crumb Rubber
    Wang, Ya
    Wang, Xianguang
    Zhang, Liwen
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [25] Refinement of new-generation open-graded friction course mix design
    Watson, DE
    Moore, KA
    Williams, K
    Cooley, LA
    BITUMINOUS PAVING MIXTURES 2003: MATERIALS AND CONSTRUCTION, 2003, (1832): : 78 - 85
  • [26] Effects of Fiber Type on the Mechanical Properties of the Open-Graded Friction Course Mixture
    Wu, Mengmeng
    Wang, Wanwan
    Cai, Hongmei
    Liang, Jilei
    Hua, Jiawei
    Dong, Haoyan
    Zhao, Lin
    Zhang, Yuzhen
    ACS OMEGA, 2022, : 41353 - 41360
  • [27] Laboratory Evaluation of Warm-Mix Open Graded Friction Course Mixtures
    Wurst, James E., III
    Putman, Bradley J.
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2013, 25 (03) : 403 - 410
  • [28] Effectiveness of Heavier Tack Coat on Field Performance of Open-Graded Friction Course
    Tran, Nam
    Timm, David
    Powell, Buzz
    Sholar, Gregory
    Willis, Richard
    TRANSPORTATION RESEARCH RECORD, 2013, (2372) : 1 - 8
  • [29] Georgia Department of Transportation's progress in open-graded friction course development
    Watson, D
    Johnson, A
    Jared, D
    ASPHALT PAVEMENT CONSTRUCTION AND SURFACE MIXTURES, 1998, (1616): : 30 - 33
  • [30] Experimental study of the fatigue performance of open-graded asphalt mixture friction course
    Yang, B.
    Xiong, B.
    Ji, Y.
    Ban, G.
    MATERIALS RESEARCH INNOVATIONS, 2015, 19 : 464 - 468