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水泥混凝土土工布隔离层剪切与排水性能研究 被引量:5

Study on Performance of Shearing and Drainage of Geotextile Interlayer for Cement Concrete
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摘要 为了研究土工布作为隔离层时混凝土板与基层间的层间接触状态,设计了室内顶推试验,并对比乳化沥青隔离层的摩阻力-位移曲线和直接浇注的顶推试验结果,得知土工布作为隔离层时能减小混凝土板与基层间的层间黏结,使混凝土板与基层之间处于非黏结状态,这样可以有效减小层间摩阻力,降低温度应力。同时为了研究土工布作为隔离层时水泥混凝土路面的实际排水效果,设计了模拟排水试验,并对比沥青隔离层的试验排水效果,得知土工布作为隔离层能有效排除基层上的水分,并且水量越大,排水效果越良好,但需要对基层做一些防水措施,以防垂直渗流对基层的破坏。 To study the interface condition between concrete slab and base using geotextile as interlayer, we designed a series of push-out test, and then compared the friction-displacement curve of emulsified asphalt interlayer and the push-out test result of concrete cast directly on base. It is found that geotextile as interlayer can weaken the interface bond strength between concrete slab and base, make concrete slab and base in the state of non-bonding, it can reduce the frictional force at the interface and temperature stress effectively. To study the actual drainage effect of cement concrete pavement using geotextile as interlayer, we also designed a series of simulation drainage tests, and then compared the test drainage results of the asphalt interlayer. It is found that geotextile as interlayer can remove the water on base effectively, the more the water, the more effectively the water drainage effect, but it must take some water-proofing measures to protect base from vertical seepage.
出处 《公路交通科技》 CAS CSCD 北大核心 2015年第9期26-31,共6页 Journal of Highway and Transportation Research and Development
关键词 道路工程 土工布隔离层 顶推试验 模拟排水试验 层间接触状态 排水效果 road engineering geotextile interlayer push-out test simulation drainage test interface contact condition drainage effect
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  • 1张红波,周志刚,陈祥,尹华杰,张清平.水泥混凝土面层与贫混凝土基层界面特性研究[J].长沙交通学院学报,2005,21(4):27-31. 被引量:13
  • 2张擎,蔡友清,冯勇.水泥混凝土路面加铺层的疲劳性能[J].长安大学学报(自然科学版),2006,26(4):26-29. 被引量:7
  • 3朱梦良.水泥混凝土路面防裂新技术.第三届国际道路和机场路面技术大会论文集[M].人民交通出版社,1998..
  • 4易志坚,唐伯明,杨庆国.设置隔离层的水泥混凝土新型路面结构[C]//第一届全国公路科技创新高层论坛论文集.北京:人民交通出版社,2003:84-88.
  • 5TARR S M, OKAMOTO P A, SHEEHAN M J, et al. Bond Interaction Between Concrete Pavement and Lean Concrete Base[J]. Transportation Research Record, 1999(1668) :9-17.
  • 6OKAMOTO P A,NAUSSBAUM P J,SMITH K D, et al. Guidelines for Timing Contraction Joint Sawing and Earliest Loading for Concrete Pavements Volume 1: Final Report [R]. Washington DC: Federal High way Administration, 1994.
  • 7易志坚,唐伯明,杨庆国.设置隔离层的水泥混凝土新型路面结构[C]//第一届全国公路科技创新高层论坛论文集编委会.第一届全国公路科技创新高层论坛论文集.北京:外文出版社,2002:84-88.
  • 8ASTM C309-07, Standard Specification for Liquid Membrane-forming Compounds for Curing Concretes [S].
  • 9AASHTO M148, Standard Specification for Liquid Membrane-forming Compounds for Curing Concrete [S].
  • 10BANHOLZER B, BRAMSHUBER W, JUNG W. Analytical Evaluation of Pull-out Tests --the Inverse Problem[J]. Cement &. Concrete Composites, 2006, 28 (6) :564- 571.

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