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伴随我国国民经济的迅猛发展,货运车辆逐渐向大型与集装箱等方向转变,加上超载问题时有发生,给我国的公路建设带来了许多考验,因此,沥青路面层间结合状态受到更高的重视。目前,沥青路面普遍参考的设计规范中,设计路面结构层间的接触状态是完全连续的,这并不符合实际情况。所以,本文将以此作为出发点,采用试验的方法对沥青路面层间结合状态进行分析与评价。
With the rapid development of our country’s national economy, freight vehicles are gradually changing from large-scale to container-oriented. Coupled with the fact that overloading problems occur from time to time, many challenges have been brought to our country’s highway construction. As a result, Pay attention. At present, the common reference design specifications of asphalt pavement, design pavement structure contact state is completely continuous, which does not meet the actual situation. Therefore, this article will take this as a starting point, using the experimental method of asphalt pavement bonding status analysis and evaluation.