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橡胶沥青应力吸收层力学与疲劳性能研究 被引量:25

Study of Mechanical and Fatigue Properties for Stress Absorbing Membrane Interlayer in Asphalt Rubber
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摘要 防治反射裂缝是半刚性基层沥青路面新建或改建工程中的难题之一。橡胶沥青应力吸收层是一种较好的反射裂缝防治结构。本文设计了包含应力吸收层复合试件的剪切与疲劳试验,通过室内和现场取芯试件,研究了橡胶沥青应力吸收层及其他封层的力学和疲劳性能。聚酯玻纤布应力吸收层疲劳性能最好,但在较高橡胶沥青洒布量下,橡胶沥青与聚酯玻纤布应力吸收层疲劳性能接近;橡胶沥青应力吸收层的抗剪切变形能力最大,且其抗剪强度也比较高;橡胶沥青洒布量对橡胶沥青应力吸收层的抗剪强度、疲劳能力影响较大。当橡胶沥青洒布量在1.8-3.0kg/m^2间增加时,橡胶沥青应力吸收层的抗剪强度、疲劳能力均增加,但不是线性关系增加。 Reflection cracks prevention of semi-rigid base asphalt pavement is one of the unsettled issues in new construction and reconstruction highway projects. Stress Absorbing Membrane Interlayer-Asphalt Rubber (SAMI-AR) is the one of excellent layer structures to prevent reflection cracks. Specimens including SAMI-AR and other three seals were designed, the shearing and fatigue tests were implemented. Mechanical and fatigue properties of SAMI-AR and the other seal coats were studied for specimens and site core samples. Results show that the fatigue property of Stress Absorbing Membrane Interlayer- Fiberglass Polyester Paving Mat (SAMI-FPPM) is the best in the four kinds of seals, and the fatigue properties of SAMI-AR and SAMI-FPPM are considerable with the high use of asphalt rubber. The shearing deformation of SAMI-AR is the best in the four kinds of seals and its shearing strength is better. The shearing strength and fatigue capability of SAMI- AR is affected greatly by the amount of asphalt rubber and increased gradually with the increment of used asphalt rubber from 1.8 kg/m^2 to 3.0 kg/m^2 , but this relationship is not linear.
出处 《实验力学》 CSCD 北大核心 2009年第4期341-346,共6页 Journal of Experimental Mechanics
基金 国家自然科学基金(50879034) 江苏省交通科学研究项目(07Y09)
关键词 应力吸收层 反射裂缝 橡胶沥青 力学性能 疲劳性能 stress absorbing membrane interlayer reflection crack asphalt rubber mechanical property fatigue property
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参考文献5

  • 1曹荣吉,白启峰.橡胶沥青应力吸收层在盐通高速公路上的应用研究[J].公路交通科技(应用技术版),2006,2(10):120-122. 被引量:14
  • 2Arizona Department of Transportation. Standard Specifications for Road and Bridge Construction [S]. Phoenix, Arizona, 2000.
  • 3Morris G R, McDonald C H. Asphalt Rubber Stress Absorbing Membranes.. Field Performance and State-of-the-Art [J]. Transportation Research Record, 1976, (595): 52--58.
  • 4Doty R N. Flexible Pavement Rehabilitation Using Asphalt-Rubber Combinations: Progress Report [J]. Transportation Research Record, 1988, (1196):212--223.
  • 5倪富健,尹应梅.聚酯玻纤布复合沥青混合料疲劳性能[J].交通运输工程学报,2005,5(3):31-35. 被引量:18

二级参考文献8

  • 1黄卫,邓学钧.能量方法分析沥青混合料的疲劳特性[J].中国公路学报,1994,7(3):23-28. 被引量:23
  • 2Monismith C L . Analytically based asphalt pavement design and rehabilitation theory to practice [R]. Washington D C:Transportation Research Board, 1992.
  • 3JTJ052—99.公路工程沥青和沥青混合料试验规程[s].[S].,..
  • 4Shen Shi - hui , Samuel H C, Application of dissipated energy concept in fatigue endurance limit testing[R], Washington DC: Transportation Research Board, 2005,.
  • 5Dijk W V,Visser W, The energy approach to fatigue for pavement design[J], Journal of the Association of Asphalt Paving Technologists, 1975,46 ( 1 ) : 1-37.
  • 6Rowe G, Sousa J, Fatigue response of aggregate-asphalt mixtures[J], Journal of the Association of Asphalt Paving Technologists, 1992,61(3) :333-360,.
  • 7Arizona Department of Transportation.Standard Specifications for Road and Bridge Construction[]..2000
  • 8葛折圣,黄晓明.沥青混合料应变疲劳性能的试验研究[J].交通运输工程学报,2002,2(1):34-37. 被引量:38

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