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Anti-shearing Performance Experiment for Interface between Asphalt Concrete Layer and Old Cement Concrete Pavement

机译:沥青混凝土层与旧水泥混凝土路面界面抗剪切性能试验

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For old Portland Cement Concrete pavement paved with asphalt concrete surface, the shearing property at the interface is directly related to the service life of pavement. By using the improved shear-strength test machine in laboratory, shear experiments for composite pavement were carried out in cases of different gradations, interface treatments, types of bonding oil and bonding layer thicknesses. The interlaminar anti-shearing strength was also used to determine an optimal interfacial treatment for composite pavement. Experimental results showed that, gradation type of asphalt mixture was less influential to anti-shearing strength of interface; SBS modified bitumen had more excellent anti-shearing performance in several kinds of bonding oil; rougher and exposed-aggregate interface could significantly improve the shear strength of interlayer on composite pavement; the optimal dosages of bonding oil should be determined by contrast test before construction.
机译:对于铺设沥青混凝土表面的旧波特兰水泥混凝土路面,界面处的剪切性能与人行道的使用寿命直接相关。通过在实验室中使用改进的剪切强度试验机,在不同灰度,界面处理,粘合油和粘合层厚度的情况下进行复合路面的剪切实验。层间抗剪切强度还用于确定复合路面的最佳界面处理。实验结果表明,沥青混合料的渐变型对界面的抗剪切强度较小; SBS改性沥青在几种粘合油中具有更优异的防剪性能;令人讨厌和暴露的聚集界面可以显着提高复合网页上夹层的剪切强度;粘合油的最佳剂量应通过在施工前进行对比测试来确定。

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