[1]张璠,陈荣生,倪富健.排水性沥青路面混合料的渗透性能试验测试技术[J].东南大学学报(自然科学版),2010,40(6):1288-1292.[doi:10.3969/j.issn.1001-0505.2010.06.030]
 Zhang Fan,Chen Rongsheng,Ni Fujian.Techniques of permeability testing for porous asphalt pavement mixture[J].Journal of Southeast University (Natural Science Edition),2010,40(6):1288-1292.[doi:10.3969/j.issn.1001-0505.2010.06.030]
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排水性沥青路面混合料的渗透性能试验测试技术()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
40
期数:
2010年第6期
页码:
1288-1292
栏目:
交通运输工程
出版日期:
2010-11-20

文章信息/Info

Title:
Techniques of permeability testing for porous asphalt pavement mixture
作者:
张璠 陈荣生 倪富健
东南大学交通学院,南京 210096
Author(s):
Zhang Fan Chen Rongsheng Ni Fujian
School of Transportation,Southeast University,Nanjing 210096,China
关键词:
沥青路面 排水性沥青混合料 渗透系数 层流
Keywords:
asphalt pavement porous asphalt mixture permeability coefficient laminar flow
分类号:
U416.217
DOI:
10.3969/j.issn.1001-0505.2010.06.030
摘要:
为评定排水性沥青路面混合料的透水能力,设计了不脱模大马歇尔试件竖向渗透系数和水槽横向渗透系数测定方法,并制作了测试装置,对不同成型方法、不同空隙率的PAC-13与PAC-16试件进行了控制水头差的渗透系数测定.测试结果表明:排水性沥青混合料的渗透系数与空隙率有着良好的相关性,击实成型试件的渗透系数略大于静压成型试件,PAC-16的渗透性能优于相同空隙率的PAC-13且变化规律一致,试验测定的竖向渗透系数与横向渗透系数在工程常用的空隙率情况下相对误差不超过20%,有较好的一致性.工程设计应用中,采用与路面材料状况较一致的击实成型的不脱模大马歇尔试件测定竖向渗透系数能较好地反映排水性沥青混合料的渗透性能.
Abstract:
In order to measure the permeable capacity of porous asphalt pavement mixture,the non-stripping big Marshall tester for vertical permeability is developed to determine the permeability coefficient, and tank permeameter is developed to determine the horizontal permeability coefficient. The permeability coefficients of PAC-13 and PAC-16 specimens with different voids and different molding methods are determined.Test results show that there exists linear relationship between permeability coefficient and air voids for the porous asphalt mixture. Permeability coefficient of the compaction molding specimens is slightly greater than permeability coefficient of the static molding specimens, and that of PAC-16 is greater than that of PAC-13 with the same void.The results also show that the vertical permeability coefficient is similar to the horizontal permeability coefficient with no more than 20% relative value for the porous asphalt mixture in common air voids,which shows that using the big Marshall permeameter can accurately determine the mixture permeability in engineering application.

参考文献/References:

[1] 徐希娟.排水性路面在山区高速公路中的应用[J].广西大学学报:自然科学版,2010,35(1):136-142.
  Xu Xijuan.Application of drainage bitumen concrete in expressway in mountainous areas[J].Journal of Guangxi University:Natural Science Edition,2010,35(1):136-142.(in Chinese)
[2] 季天剑,黄晓明,刘清泉.部分滑水对路面附着系数的影响[J].交通运输工程学报,2003,3(4):10-12.
  Ji Tianjian,Huang Xiaoming,Liu Qingquan.Part hydroplaning effect on pavement friction coefficient[J].Journal of Traffic and Transportation Engineering,2003,3(4):10-12.(in Chinese)
[3] 张璠,杨军,卞凤兰.排水性沥青路面的排水功能设计与实践[J].中外公路,2009,186(6):101-103.
  Zhang Fan,Yang Jun,Bian Fenglan.Design and practice of drainage function for the porous asphalt pavements[J].Journal of China & Foreign Highway,2009,186(6):101-103.(in Chinese)
[4] 日本道路协会.排水性铺装技术指针(案)[M].东京:丸善株式会社,1996.
[5] Tan S A,Fwa T F,Chai K C.Drainage consideration for porous asphalt surface course design[C/CD] //Transportation Research Board 2004 Annual Meeting.Washington,DC,2004.
[6] 严军,叶奋,黄彭,等.排水沥青混合料透水性能的评价研究[J].公路交通科技,2002,19(6):35-40.
  Yan Jun,Ye Fen,Huang Peng,et al.Evaluation on permeability of porous asphalt mixture[J].Journal of Highway and Transportation Research and Development,2002,19(6):35-40.(in Chinese)
[7] 诸永宁,陈荣生,倪富健.排水性沥青路面排水性能评定方法研究[J].公路交通科技,2004,21(4):9-11.
  Zhu Yongning,Chen Rongsheng,Ni Fujian.Research on evaluation method of drainage performance of the porous asphalt pavement[J].Journal of Highway and Transportation Research and Development,2004,21(4):9-11.(in Chinese)
[8] 吴宁,张璠.排水性沥青混合料竖向渗透系数试验方法改进研究[J].公路,2010(5):72-76.
  Wu Ning,Zhang Fan.Research on test method improvement for vertical permeability coefficient of porous asphalt mixture[J].Highway,2010(5):72-76.(in Chinese)
[9] Richardson D N.Drain ability characteristics of granular pavement base material[J].Journal of Transportation Engineering,1997,123(5):385-392.
[10] 郑木莲.多孔混凝土的渗透系数及测试方法[J].交通运输工程学报,2006,6(4):41-46.
  Zheng Mulian.Permeability coefficient and test methods of porous concrete[J].Journal of Traffic and Transportation Engineering,2006,6(4):41-46.(in Chinese)
[11] Lindly J K,Ashraf E.Open-graded highway bases make permeameter setup important[J].Journal of Transportation Engineering,1998,124(2):144-148.
[12] 徐皓,倪富健,刘清泉,等.排水性沥青混合料渗透系数测试研究[J].中国公路学报,2004,17(3):1-5.
  Xu Hao,Ni Fujian,Liu Qingquan,et al.Research on hydraulic conductivity of porous asphalt mixture[J].China Journal of Highway and Transport,2004,17(3):1-5.(in Chinese)
[13] AASHTO.T215—70 Standard method of test for permeability of granular soils(constant head)[S].Washington,DC:American Association of State Highway and Transportation Officials,2006.
[14] 陈世杰.日本土工试验法[M].北京:中国建筑工业出版社,1985.
[15] 马翔,倪富健,王艳,等.排水性沥青混合料渗透性测试与分析[J].建筑材料学报,2009,12(2):168-171.
  Ma Xiang,Ni Fujian,Wang Yan,et al.Test and analysis on permeability of porous asphalt mixture[J].Journal of Building Materials,2009,12(2):168-171.(in Chinese)

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备注/Memo

备注/Memo:
作者简介: 张璠(1969—),男,博士生,讲师; 陈荣生(联系人),男,教授,博士生导师,crs3911@hotmail.com.
基金项目: 国家自然科学基金资助项目(60472120)、江苏省交通科学研究计划资助项目(05Y29).
引文格式: 张璠,陈荣生,倪富健.排水性沥青路面混合料的渗透性能试验测试技术[J].东南大学学报:自然科学版,2010,40(6):1288-1292. [doi:10.3969/j.issn.1001-0505.2010.06.030]
更新日期/Last Update: 2010-11-20