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Experimental research of MAC modified large stone porous asphalt mixture

WANG En-dong ZHANG Hong-liang WANG Xuan-cang

王恩东, 张洪亮, 王选仓. MAC改性沥青大粒径透水性沥青混合料试验研究[J]. 交通运输工程学报, 2008, 8(6): 6-12.
引用本文: 王恩东, 张洪亮, 王选仓. MAC改性沥青大粒径透水性沥青混合料试验研究[J]. 交通运输工程学报, 2008, 8(6): 6-12.
WANG En-dong, ZHANG Hong-liang, WANG Xuan-cang. Experimental research of MAC modified large stone porous asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2008, 8(6): 6-12.
Citation: WANG En-dong, ZHANG Hong-liang, WANG Xuan-cang. Experimental research of MAC modified large stone porous asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2008, 8(6): 6-12.

MAC改性沥青大粒径透水性沥青混合料试验研究

基金项目: 

Western Traffic Construction Technology Program of China 200531881203

详细信息
  • 中图分类号: U414.1

Experimental research of MAC modified large stone porous asphalt mixture

Funds: 

Western Traffic Construction Technology Program of China 200531881203

More Information
    Author Bio:

    WANG En-dong (1966-), Male, Rizhao, Shandong, Doctoral Student of Chang'an University, Research on Pavement Material, +86-531-82316688, wangendong@sheg.com.cn

    WANG Xuan-cang (1956-), Male, Xi'an, Shaanxi, Professor of Chang'an University, +86-29-82334836, wxc2005@163.com

  • 摘要: 为了提高大粒径透水性沥青混合料(LSPM)基层的路用性能, 以MAC改性沥青作为LSPM结合料, 对MAC改性沥青、基质沥青和SBS改性沥青的性能进行了对比, 提出了MAC改性沥青LSPM高温稳定性、水稳定性、抗疲劳性、渗透性、抗反射裂缝性等路用性能要求, 并进行了MAC改性沥青LSPM材料组成设计、施工技术研究和试验路修筑。试验结果表明: MAC改性沥青LSPM空隙率为13%~18%, 沥青膜的厚度大于12μm, 模量为400~600MPa, 试验路通车2年后车辙量在4~8mm之间, 这表明MAC改性沥青LSPM具有较高的路用性能。

     

  • 图  1  沥青感温性

    Figure  1.  Temperature sensibilities of asphalts

    图  2  沥青抗老化性能

    Figure  2.  Anti-aging performances of asphalts

    表  1  Leakage test results of asphalts

    Table  1.   Leakage test results of asphalts

    下载: 导出CSV

    表  2  Technical requirements of modified asphalt

    Table  2.   Technical requirements of modified asphalt

    下载: 导出CSV

    表  3  Recommend gradations for LSPM

    Table  3.   Recommend gradations for LSPM

    下载: 导出CSV

    表  4  Design technical standards

    Table  4.   Design technical standards

    下载: 导出CSV
  • [1] WANG Song-gen, FANGJian-guo, WANG Lin, et al. Study of the use of large-stone asphalt mixes in the flexible base courses to reinforce pavements[J]. China Journal of Highway and Transport, 2004, 17(3): 10-15. (in Chinese) https://oversea.cnki.net/kcms/detail/detail.aspx?dbcode=CJFD&dbname=CJFD2004&filename=ZGGL200403003
    [2] KANDHAL P S. Large stone asphalt mixes: design and construction[R]. Washington DC: National Center for Asphalt Technology, 1990.
    [3] Transportation Research Board of the National Academies. Design and evaluation of large stone asphalt mixes[R]. Washington DC: Transportation Research Board of the National Academies, 1990.
    [4] KANDHAL P S. Design stone asphalt mixes to mini mize rutting[R]. Washington DC: National Center for Asphalt Technology, 1999.
    [5] ZHANG Yi-luo, HAO Pei-wen, XU Yong-ming. Study on performance of the previous bituminous mixture[J]. Journal of Xi an Highway University, 1999, 19(3): 14-17. (in Chinese)
    [6] XU Ai-li, WEI Lian-yu, ZHANG Wei-ping, et al. Mechanics analysis of large stone asphalt treated base[J]. Journal of Hebei University of Technology: Natural Science, 2007, 36(6): 118-121. (in Chinese)
    [7] MA Qing-lei, YANG Bin, CHEN Shuan-fa. Investigation ofreflective cracking and stress analysis for overlay structure withlarge-size asphalt macadam[J]. Journal of Xi an Univer-sity of Architecture and Technology, 2005, 37(1): 113-117. (in Chinese)
    [8] YANG Bin, CHEN Shuan-fa, MA Qing-lei, et al. Anti-cracking mechanismanalysis of cracking relief layer of extra coarse asphalt macadam[J]. Highway, 2005, 50(1): 76-80. (in Chinese)
    [9] LI Yu-zhi, LI U Feng, HUANG Yun-yong. Study on fatigue properties by test among SBS modified bitumen, multiphalte and heavy-traffic asphalt[J]. Highway, 2004, 49(6): 118-121. (in Chinese)
    [10] TANG Jun, LI Xiao-yong, WANG Wei-dong. Research on the pavement performance of SBS modified asphalt mixture and engineering practice[J]. Journal of Hefei University of Technology: Natural Science, 2004, 27(7): 800-813. (in Chinese)
    [11] WANG Shuang-jie, TAI Dian-cang. Evaluating indices for low-temperature performance of SBR modified asphalt binder[J]. Journal of Chang'an University: Natural Science Edition, 2007, 27(3): 29-34. (in Chinese)
    [12] ZHANG Zheng-qi, LI Ning-li, CHEN Hua-xin. Determining method of mixing and compaction temperatures for modified asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2007, 7(2): 40-44. (in Chinese) https://www.scientific.net/KEM.744.83
    [13] ZHAO Ke, YUANJian-an. Research on the cohesiveness of polymer modified asphalt and aggregate[J]. China Journal of Highway and Transport, 2000, 13(2): 10-14. (in Chinese) https://oversea.cnki.net/kcms/detail/detail.aspx?dbcode=cjfd&dbname=cjfd2000&filename=ZGGL200002002
    [14] JTJ018—97, specification of drainage design for highways[S]. (in Chinese)
    [15] JTJ032—94, technical specification for construction of high-way asphalt pavement[S]. (in Chinese)
    [16] JTJ058—2000, test methods of aggregate for highway engi-neering[S]. (in Chinese)
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出版历程
  • 收稿日期:  2008-06-10
  • 刊出日期:  2008-12-25

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