Wu Jinrong, Ma Qinyong. Influence of polyester fiber on impact compressive characteristics of permeable asphalt concrete[J]. Explosion And Shock Waves, 2016, 36(2): 279-284. doi: 10.11883/1001-1455(2016)02-0279-06
Citation: Wu Jinrong, Ma Qinyong. Influence of polyester fiber on impact compressive characteristics of permeable asphalt concrete[J]. Explosion And Shock Waves, 2016, 36(2): 279-284. doi: 10.11883/1001-1455(2016)02-0279-06

Influence of polyester fiber on impact compressive characteristics of permeable asphalt concrete

doi: 10.11883/1001-1455(2016)02-0279-06
  • Received Date: 2014-08-13
  • Rev Recd Date: 2014-11-10
  • Publish Date: 2016-03-25
  • In order to investigate the influence of polyester fiber on impact characteristics of permeable asphalt concrete, ∅74 mm steel SHPB apparatus is adopted to conduct impact compressive test with various strain rates and different polyester fiber contents. The results of specimens under static condition and dynamic conditions with four strain rates show that the permeable polyester fiber asphalt concrete is a material sensitive to the change of the strain rate and exhibits a significant strain rate effect. It has good ductility and dynamic stress-strain curve that is characterized by three stages: Elastic deformation, plastic deformation and failure. When the strain rate remains the same, the impact compressive strength of permeable asphalt concrete first increases and then declines with the increase of the polyester fiber content. At this time it shows an optimum polyester fiber content of 0.40% and its impact compressive strength reaches its maximum. The impact compressive strength is about 8-13 times as large as the static compressive strength.
  • [1]
    Mallick R B, Kandhal P S, Cooley L A, et al. Design, construction and performanee of new-generation open-graded friction courses: 2000-01[R]. Watson: National Center for Asphalt Technology Report, 2001.
    [2]
    Herrington P, Reilly S, Cook S. Porous asphalt durability test[M]. California: California Translt Association, 2005.
    [3]
    Simon B, Baden M. Structural and design aspects of porous and permeable block pavement[J]. Journal of the Australlan Ceramic Society, 2007, 43(1):74-81. http://cn.bing.com/academic/profile?id=48c02e3364a84dbe8dc7f406442bc08f&encoded=0&v=paper_preview&mkt=zh-cn
    [4]
    徐希娟, 戴经梁.改性沥青在排水性沥青路面中的应用[J].长安大学学报:自然科学版, 2009, 29(3):27-31. http://d.old.wanfangdata.com.cn/Periodical/jzgcjsysj2016300662

    Xu Xijuan, Dai Jingliang. Application of modified asphalt in the drainage asphalt pavement[J]. Journal of Chang'an University: Natural Science Eidition, 2009, 29(3):27-31. http://d.old.wanfangdata.com.cn/Periodical/jzgcjsysj2016300662
    [5]
    程成, 马翔, 刘松玉.排水性沥青混合料路用性能改善措施[J].建筑材料学报, 2013, 16(1):164-169. doi: 10.3969/j.issn.1007-9629.2013.01.031

    Cheng Cheng, Ma Xiang, Liu Songyu. Measures to improve performance of porous asphalt mixture[J]. Journal of Building Materials, 2013, 16(1):164-169. doi: 10.3969/j.issn.1007-9629.2013.01.031
    [6]
    李红平, 吴德军, 杨晨光.不同改性沥青排水路面(OGFC-13)路用性能的研究[J].公路, 2009(6):151-154. http://d.old.wanfangdata.com.cn/Periodical/gl200906041

    Li Hongping, Wu Dejun, Yang Chenguang. Research on road performance of drainage pavement (OGFC-13) with different modified asphalt[J]. Highway, 2009(6):151-154. http://d.old.wanfangdata.com.cn/Periodical/gl200906041
    [7]
    唐国奇, 刘清泉, 曹东伟.排水性沥青混合料填料对比研究[J].公路交通科技, 2006, 23(1):9-11. doi: 10.3969/j.issn.1002-0268.2006.01.003

    Tang Guoqi, Liu Qingquan, Cao Dongwei. Research on appropriate filler for drainage asphalt[J]. Journal of Highway and Transportation Research and Development, 2006, 23(1):9-11. doi: 10.3969/j.issn.1002-0268.2006.01.003
    [8]
    高丹盈, 夏丹, 汤寄予, 等.水泥消石灰对OGFC路用性能的影响[J].公路, 2008(10):218-221. http://d.old.wanfangdata.com.cn/Periodical/gl200810049

    Gao Danying, Xia Dan, Tang Jiyu, et al. Effect of cement and hydrated lime on road performance of OGFC[J]. Highway, 2008(10):218-221. http://d.old.wanfangdata.com.cn/Periodical/gl200810049
    [9]
    中华人民共和国交通部.公路工程沥青及沥青混合料试验规程: JTG E20-2011[S].北京: 人民交通出版社, 2011.
    [10]
    Pankow M, Attard C. Waas A M. Specimen size and shape effect in split Hopkinson pressure bar testing[J]. Journal of Strain Analysis for Engineering Design, 2009, 44(8):689-698. doi: 10.1243/03093247JSA538
    [11]
    宋力, 胡时胜.SHPB实验中的端面凹陷修正[J].爆炸与冲击, 2010, 30(2):203-208. doi: 10.11883/1001-1455(2010)02-0203-06

    Song Li, Hu Shisheng. Correction of end-face indentation in SHPB test[J]. Explosion and Shock Waves, 2010, 30(2):203-208. doi: 10.11883/1001-1455(2010)02-0203-06
    [12]
    毛勇建, 李玉龙.SHPB试验中试件的轴向应力均匀性[J].爆炸与冲击, 2008, 28(5):448-454. doi: 10.3321/j.issn:1001-1455.2008.05.011

    Mao Yongjian, Li Yulong. Axial stress uniformity in specimens of SHPB tests[J]. Explosion and Shock Waves, 2008, 28(5):448-454. doi: 10.3321/j.issn:1001-1455.2008.05.011
    [13]
    宋力, 胡时胜.SHPB数据处理中的二波法与三波法[J].爆炸与冲击, 2005, 25(4):368-373. doi: 10.3321/j.issn:1001-1455.2005.04.014

    Song Li, Hu Shisheng. Two-wave and three-wave method in SHPB data processing[J]. Explosion and Shock Waves, 2005, 25(4):368-373. doi: 10.3321/j.issn:1001-1455.2005.04.014
    [14]
    曾梦澜, 黄海龙, 彭良清, 等.冲击荷载下橡胶改性沥青混凝土的动力学性质[J].湖南大学学报:自然科学版, 2011, 38(12):1-7. http://d.old.wanfangdata.com.cn/Periodical/hndxxb201112001

    Zeng Menglan, Huang Hailong, Peng Liangqing, et al. Dynamic properties of crumb rubber modified asphalt concrete under impact loading[J]. Journal of Hunan University: Natural Sciences, 2011, 38(12):1-7. http://d.old.wanfangdata.com.cn/Periodical/hndxxb201112001
    [15]
    吴金荣, 马芹永.透水沥青混凝土单轴冲击压缩特性研究[J].振动与冲击, 2015, 34(4):195-199. http://d.old.wanfangdata.com.cn/Periodical/zdycj201504034

    Wu Jinrong, Ma Qinyong. Study on uniaxial impact compressive characteristics of permeable asphalt concrete[J]. Journal of Vibration and Shock, 2015, 34(4):195-199. http://d.old.wanfangdata.com.cn/Periodical/zdycj201504034
    [16]
    王道荣, 胡时胜.骨料对混凝土材料冲击压缩行为的影响[J].实验力学, 2002, 17(1):23-27. doi: 10.3969/j.issn.1001-4888.2002.01.004

    Wang Daorong, Hu Shisheng. Influence of aggregate on compressive behavior of concrete materials[J]. Experimental Mechanics, 2002, 17(1):23-27. doi: 10.3969/j.issn.1001-4888.2002.01.004
    [17]
    曾梦澜, 彭珊, 黄海龙.纤维沥青混凝土动力性能试验研究[J].湖南大学学报:自然科学版, 2010, 37(7):1-6. http://d.old.wanfangdata.com.cn/Periodical/hndxxb201007001

    Zeng Menglan, Peng Shan, Huang Hailong. Experimental study of the dynamic properties of fiber reinforced asphalt concrete [J]. Journal of Hunan University: Natural Sciences, 2010, 37(7):1-6. http://d.old.wanfangdata.com.cn/Periodical/hndxxb201007001
    [18]
    郭乃胜, 赵颖华, 孙略伦.纤维掺量对聚酯纤维沥青混凝土韧性的影响[J].交通运输工程学报, 2006, 6(4):32-35. doi: 10.3321/j.issn:1671-1637.2006.04.008

    Guo Naisheng, Zhao Yinghua, Sun Lüelun. Effect of fiber contents on toughness of polyester fiber asphalt concrete[J]. Journal of Traffic and Traffic and Transportation Engineering, 2006, 6(4):32-35. doi: 10.3321/j.issn:1671-1637.2006.04.008
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