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Effect of fiber types on relevant properties of porous asphalt 被引量:1

Effect of fiber types on relevant properties of porous asphalt
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摘要 The research was conducted to evaluate the effects of cellulose and polyester fibers on the properties of porous asphalt mixes, using the tests of draindown, abrasion, volumetric properties, rutting, and moisture damage. Images of scanning electron microscopy and X-ray computerized tomography were adopted to identify the microstructure of the fiber and inner stone skeleton of porous asphalt. The influence of rutting parameter (G*/sinδ) of asphalt modified by different fibers on the rutting resistance of the mixes was investigated. Based upon MOHR-COULOMB theory, the cohesion and the angle of internal friction of the mixes were derived from both indirect tension and unconfined compression strength. The experimental results indicate that fibers mainly stabilize asphalt binder and thicken asphalt film around aggregates. Furthermore, they result in the improved mechanical strength of porous asphalt mixes at high temperature slightly. From comparison analysis, cellulose fibers appear to perform better than polyester fibers in porous asphalt mixes. The research was conducted to evaluate the effects of cellulose and polyester fibers on the properties of porous asphalt mixes, using the tests of draindown, abrasion, volumetric properties, rutting, and moisture damage. Images of scanning electron microscopy and X-ray computerized tomography were adopted to identify the microstructure of the fiber and inner stone skeleton of porous asphalt. The influence of rutting parameter (G*/sin δ) of asphalt modified by different fibers on the rutting resistance of the mixes was investigated. Based upon MOHR-COULOMB theory, the cohesion and the angle of internal friction of the mixes were derived from both indirect tension and unconfined compression strength. The experimental results indicate that fibers mainly stabilize asphalt binder and thicken asphalt film around aggregates. Furthermore, they result in the improved mechanical strength of porous asphalt mixes at high temperature slightly. From comparison analysis, cellulose fibers appear to perform better than polyester fibers in porous asphalt mixes.
出处 《中国有色金属学会会刊:英文版》 CSCD 2006年第B02期791-795,共5页 Transactions of Nonferrous Metals Society of China
基金 Project(2004ABB019) supported by Outstanding Youth Foundation of Hubei Province, China Project(NCET-05-0656) supported by Program for New Century Excellent Talents in University, China
关键词 多孔沥青 纤维类型 纤维增强材料 CT成像分析 机械强度 porous asphalt fibers CT image analysis mechanical strength
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  • 1PRITHVI S K,RAJIB B M.Design of new-generation open-graded friction courses[R].National Center for Asphalt Technology,Report No.99-3,1999.
  • 2MOHAMMAD F,MARTIN H S.Performance improverment of open-graded asphalt mixes[R].Department of Mechanical Engineering & Applied Mechanics,University of Rhode Island,Report No.URITC00-44.
  • 3COOLEY L A,BROWN E R,WATSON D E.Evaluation of OGFC mixtures containing cellulose fibers[R].National Center for Asphalt Technology,Report No.2000-05.
  • 4HASSAN H F,AL-ORAIMI S,TAHA R.Evaluation of open-graded friction course mixtures containing cellulose fibers and styrene butadiene rubber polymer[J].Journal of Materials in Civil Engineering,2005,17(4):415-422.
  • 5CHEN JIAN-SHIUH,LIN KUEI-YI.Mechanism and behavior of bitumen strength reinforcement using fibers[J].Journal of Materials Science,2005,40:87-95.
  • 6PUTMAN B J ,AMIRKHANIAN S N.Utilization of waste fibers in stone matrix asphalt mixtures[J].Resources,Conservation and Recycling,2004,42:265-274.
  • 7WU S P,MO L T,SHUI Z H.Preparation of electrically conductive asphalt concrete[J].Journal of Wuhan University of Technology,2002,26(5):566-569.
  • 8CHRISTENSEN W ,BONAQUIST D.Use of strength tests for evaluating the rut resistance of asphalt concrete[J].Asphalt Paving Technology,2002,71:692-711.
  • 9HASSAN H F,AL-JABRI H S.Effect of organic fibers on open graded friction course mixture properties[J].The International Journal of Pavement Engineering,2005,6(1):67-75.
  • 10KRISHNAN J M,RAJAGOPAL K R.Triaxial testing and stress relaxation of asphalt concrete[J].Mechanics of Materials,2004,36:849-864.

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