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Interlayer bonding of binder, base and subbase layers of asphalt pavements: Long-term performance

机译:沥青路面的粘结层,基础层和基础层的层间粘合:长期性能

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With bond testing of asphalt layers becoming a more important topic as well as in research as in every day pavement construction, the question of long term behaviour of bonding properties has come up. In recent research it has been shown that the bonding properties between surface and binder courses seem to improve with time considering that the surface course does not show distress phenomena and that the traffic volume does not exceed the traffic considered for pavement design. That bond failure is not only a question of the top layers is a well known fact; therefore the long term properties of the lower layers are also of interest. The paper focuses on the effect of long term behaviour of bonding properties of the lower pavement layers (binder or base and subbase courses) presenting the results of an extensive Swiss study. The study compares the bonding properties determined with the layer parallel shear test (LPDS) according to Leutner of high volume roads after a 9-13 years period. It was found that for rehabilitations or old constructions an improvement cannot be expected and especially in case of old constructions seems to depend on their service life. For the bond between lower layers decreases of shear force values down to 50% are possible.
机译:随着沥青层的粘结性测试成为越来越重要的课题,无论是在日常路面施工中还是在研究中,粘结性能的长期行为问题都随之出现。在最近的研究中,已经表明,考虑到表面层没有显示出遇险现象并且交通量不超过考虑用于路面设计的交通量,表面层与粘结剂层之间的粘结性能似乎随着时间而改善。粘结失效不仅是顶层的问题,这是众所周知的事实。因此,下层的长期性能也很重要。本文重点介绍了下部路面层(粘结剂或基础和次基层)的粘结性能的长期行为的影响,提出了广泛的瑞士研究结果。这项研究比较了根据Leutner在9至13年的使用期限后根据大体积道路的层平行剪切试验(LPDS)确定的粘结性能。已经发现,对于修复或旧建筑,不能期望得到改善,尤其是在旧建筑似乎取决于其使用寿命的情况下。对于下层之间的粘结,可能会将剪切力值降低至50%。

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