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
  • [1] Evaluation of open-graded friction course mixtures containing cellulose fibers
    Cooley L.A., Jr.
    Brown, E.R.
    Watson, D.E.
    Transportation Research Record, 2000, (1723) : 19 - 25
  • [2] Evaluation of open-graded friction course mixtures containing cellulose fibers
    Cooley, LA
    Brown, ER
    Watson, DE
    2000 TRB DISTINGUISHED LECTURE, PT 1 - ASPHALT MIXTURES 2000, PT 2: MATERIALS AND CONSTRUCTION, 2000, (1723): : 19 - 25
  • [3] Laboratory Investigation of Open-Graded Friction-Course Mixtures Containing Polymers and Cellulose Fibers
    Punith, V. S.
    Suresha, S. N.
    Raju, Sridhar
    Bose, Sunil
    Veeraragavan, A.
    JOURNAL OF TRANSPORTATION ENGINEERING, 2012, 138 (01) : 67 - 74
  • [4] Louisiana's Experience with Open-Graded Friction Course Mixtures
    Kabir, M. Sharear
    King, William, Jr.
    Abadie, Christopher
    Icenogle, Patrick
    Cooper, Samuel B., Jr.
    TRANSPORTATION RESEARCH RECORD, 2012, (2295) : 63 - 71
  • [5] Laboratory performance testing of open-graded friction course mixtures
    Watson, DE
    Cooley, LA
    Moore, KA
    Williams, K
    BITUMINOUS PAVING MIXTURES 2004, 2004, (1891): : 40 - 47
  • [6] Laboratory Investigation of Draindown Behavior of Open-Graded Friction-Course Mixtures Containing Banana and Sugarcane Bagasse Natural Fibers
    Sharma, Ashish
    Choudhary, Rajan
    Kumar, Ankush
    TRANSPORTATION RESEARCH RECORD, 2024, 2678 (01) : 366 - 380
  • [7] Performance Evaluation on Open-Graded Friction Course Reinforced by Double-Adding Fibers Technology
    Chen, Cihe
    Li, Chimou
    Zhang, Saibang
    Liu, Wenchang
    Lin, Hongwei
    Zhang, Hongchao
    PROCESSES, 2024, 12 (03)
  • [8] Durability assessment of open-graded friction course using a sustainable polymer
    Al-Busaltan S.
    Al-Yasari R.
    Al-Jawad O.
    Saghafi B.
    International Journal of Pavement Research and Technology, 2020, 13 (6) : 645 - 653
  • [9] Effect of High Polymer, Crumb Rubber, and Epoxy-Modified Asphalt Binders on Laboratory Performance of Open-Graded Friction Course Mixtures
    Abualia, Anas
    Liu, Jun
    Mohammad, Louay N.
    Cooper, Samuel B.
    Cooper, Samuel B.
    TRANSPORTATION RESEARCH RECORD, 2024,
  • [10] Evaluation of Pavement ME Prediction of Rutting Performance for Open-Graded Friction Course Asphalt Mixtures
    Alfalah, Ahmad
    Mitra, Debzani
    Becerril, Gabriel, Jr.
    Eleyedath, Abhary
    Mehta, Yusuf
    Ali, Ayman
    AIRFIELD AND HIGHWAY PAVEMENTS 2023: DESIGN, CONSTRUCTION, CONDITION EVALUATION, AND MANAGEMENT OF PAVEMENTS, 2023, : 97 - 107