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首页> 外文期刊>Research journal of applied science, engineering and technology >The Effect of Joint Width on Structural Performance of Asphalt Block Pavements
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The Effect of Joint Width on Structural Performance of Asphalt Block Pavements

机译:节理宽度对沥青路面结构性能的影响

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Asphalt blocks have been occasionally used around the world as a road pavement, but there have been very limited studies being done to evaluate the effect of joint width (spacing) between the blocks on the structural performance of asphalt paving blocks. This study explains the experimental study to assess the performance and properties of asphalt paving blocks laid with different joint widths between the blocks i.e., 0, 2 and 3 mm, respectively. A total of 250 asphalt paving blocks was manufactured and tested in the laboratory to ascertain the density, air voids, the compressive strength and the rut depth and displacement occurred in asphalt paving block. The design compressive load of single asphalt paving block is 166 kN. The test results showed that the joint width plays a vital role on the performance of asphalt block pavement. Asphalt paving blocks were laid as closely in contact as possible (0 mm) yields the best structural performance.
机译:沥青块在世界范围内偶尔被用作道路铺面,但是进行了非常有限的研究来评估块之间的接缝宽度(间距)对沥青铺块的结构性能的影响。这项研究解释了通过实验研究来评估沥青路面砖的性能和性能,这些沥青路面砖之间的接缝宽度分别为0、2和3 mm,分别不同。总共制造了250个沥青铺路砖并在实验室进行了测试,以确定沥青铺路砖的密度,气孔,抗压强度以及车辙深度和位移。单个沥青铺路砖的设计压缩载荷为166 kN。试验结果表明,节理宽度对沥青砌块路面的性能起着至关重要的作用。沥青铺路砖应尽可能紧密地接触(0毫米),以产生最佳的结构性能。

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