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

被引:88
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
收藏
页码:416 / 422
页数:7
相关论文
共 11 条
  • [1] Cooley LA, 2000, TRANSPORT RES REC, P19
  • [2] GEISTLINGER L, 1996, ROADS BRIDGES, V34, P26
  • [3] HASSAN HF, 1996, TRANSPORT RES REC, V1568, P96
  • [4] HUBER G, 2000, NATL COOPERATIVE HIG, V284
  • [5] Kandhal P., 1998, 987 NCAT
  • [6] Kandhal P, 1999, 993 NCAT
  • [7] *NAPA, 1994, INF SER NAPA, V118
  • [8] PAGE GC, 1993, TRANSPORT RES REC, V1427, P1
  • [9] TAPPEINER WJ, 1993, INFO SERIES NATL ASP, V115
  • [10] WATSON D, 1998, TRANSPORT RES REC, V1616, P20