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透水路面现场透水性测试方法比较 被引量:1

Comparison of Field Permeability Test Methods for Permeable Pavement
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摘要 现场准确测定透水路面(PP)的透水性是PP性能评价及维护的重要依据。以实验室透水混凝土(PC)试块测定结果为参照,通过试验比较了单环定水头法、单环变水头法、双环法等几种现场透水性测定方法的准确度,并进一步对透水环直径、测试水头等因素的影响进行了探讨。结果表明,现场测定PP透水系数时,测试水头在50 mm以下、内环直径在200 mm以上的双环定水头法的测定结果具有良好的准确度,可为PP现场透水性的准确测试提供借鉴。 Accurate determination of permeability coefficient of the permeable pavement ( PP) is an important basis for its performance evaluation and maintenance. Based on the testing results of laboratory permeable concrete (PC) specimen, the accuracy of the three field permeability test methods, such as constant water head single-ring method, falling water head single-ring method and double-ring method , was compared , and the influence of the diameter of the ring, testing water head and other factors were further discussed. The results showed that the double-ring field permeability test method had the highest accuracy in the field determination of PP permeability coefficient when water head was less than 50 mm and the inner ring diameter was above 200 mm. The results provide a good reference for the field test of PP permeability coefficient.
作者 赵金辉 赵亚乾 谢西 林晨彤 王臻 蒋浩然 ZHAO Jin-hui;ZHAO Ya-qian;XIE Xi;LIN Chen-tong;WANG Zhen;JIANG Hao-ran(College of Urban Construction, Nanjing Tech University, Nanjing 211816 , China;Institute of Water Resources and Hydro-electric Engineering, Xi' an University of Technology, Xi'an 710048 , China)
出处 《中国给水排水》 CAS CSCD 北大核心 2019年第5期114-118,124,共6页 China Water & Wastewater
关键词 透水路面 透水性测试 单环透水试验 双环透水试验 permeable pavement permeability test single-ring penneability test doublering permeability test
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  • 1王琼,严捍东.建筑垃圾再生骨料透水性混凝土试验研究[J].合肥工业大学学报(自然科学版),2004,27(6):682-686. 被引量:19
  • 2孟宏睿,陈丽红,薛丽皎.透水混凝土的配制[J].建筑技术,2005,36(1):29-31. 被引量:44
  • 3蒋正武,孙振平,王培铭.若干因素对多孔透水混凝土性能的影响[J].建筑材料学报,2005,8(5):513-519. 被引量:219
  • 4邱树恒,廖秀华,李子成,陆宇兰.再生混凝土力学性能试验研究[J].新型建筑材料,2006(7):14-17. 被引量:9
  • 5JTJ041-2000公路工程施工技术规范[S].北京:人民交通出版社,2000.
  • 6JJl-2008城镇道路工程施工与质量验收规范[S].北京:中国建筑工业出版社.2008.
  • 7Mary E.Vancura,Kevin MacDonald,Lev Khazanovich. Location and Depth of Pervious Concrete Clogging Material before and after Void Maintenance with Common Municipal Utility Vehicles[J].Journal of Transportation Engineering,2012,(03):332-338.
  • 8Chopra M,Kakuturu S,Ballock C. Effect of Rejuvenation Methods on the Infiltration Rates of Pervious Concrete Pavements[J].{H}Journal of Hydrologic Engineering,2010,(06):426-433.
  • 9Deo,O,Sumanasooriya,M,Neithalath,N. Permeability Reduction in Pervious Concretes due to Clogging:Experiments and Modeling[J].{H}JOURNAL OF MATERIALS IN CIVIL ENGINEERING,2010,(07):741-751.
  • 10Haselbach,L.M. Potential for Clay Clogging of Pervious Concrete under Extreme Conditions[J].{H}Journal of Hydrologic Engineering,2010,(01):67-69.

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