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Impact of Diamond Grinding on Rigid Pavement Performance

机译:金刚石磨削对刚性路面性能的影响

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摘要

The surface roughness in terms of International Roughness Index (IRI) captures variation in vertical surface elevations along the pavement length. Diamond grinding is a rigid pavement preservation treatment which is typically utilized to increase pavement smoothness by eliminating the surface undulations. The focus of this study is to evaluate the impact of diamond grinding on rigid pavement performance by using the mechanistic-empirical procedure. The effectiveness of a diamond grinding was assessed by evaluating the IRI before and after the treatment. Generally, smoother pavements will have lower IRI, which will result in less vehicle body and axle bounce. Consequently, the pavement will be subjected to reduced dynamic loads which may cause less pavement damage or vice versa. The longitudinal profile and axle load data from the Long-Term Pavement Performance (LTPP) in the SPS-6 experiment were utilized to evaluate the impact of diamond grinding on pavement performance. These experiments were designed to evaluate the effectiveness of rigid pavement rehabilitation treatments. The data for pavement sections from two climatic zones were evaluated before and after diamond grinding. The axle distributions for each pavement section were utilized to generate truck gross-vehicle weight (GVW) distributions. Subsequently, the truck GVW distributions were used to generate truck response on different pavement surface profiles by using TruckSim software. The impact of surface roughness on dynamic loads was evaluated by comparing axle load spectra before and after diamond grinding. The variations in the axle load spectra are used to explain the differences in the predicted pavement performance in terms of cracking, faulting and IRI.
机译:以国际粗糙度指数(IRI)表示的表面粗糙度记录了沿路面长度的垂直表面高程的变化。金刚石磨削是一种刚性的路面防腐处理,通常用于消除表面起伏,从而提高路面平整度。这项研究的重点是通过使用机械-经验方法来评估金刚石磨削对刚性路面性能的影响。通过评估治疗之前和之后的IRI来评估金刚石研磨的有效性。通常,较光滑的路面具有较低的IRI,这将减少车身和车轴的弹跳。因此,路面将承受减少的动态载荷,这可能导致较少的路面损坏,反之亦然。利用SPS-6实验中长期路面性能(LTPP)的纵向轮廓和车轴载荷数据来评估金刚石磨削对路面性能的影响。这些实验旨在评估刚性路面修复治疗的有效性。在金刚石磨削之前和之后,评估了来自两个气候区的路面截面数据。每个铺装路段的车轴分布用于生成卡车总车重(GVW)分布。随后,通过使用TruckSim软件,使用卡车GVW分布在不同的路面轮廓上生成卡车响应。通过比较金刚石磨削前后的轴载荷谱,评估了表面粗糙度对动载荷的影响。车轴载荷谱的变化用于解释裂缝,断层和IRI方面预测的路面性能的差异。

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  • 会议地点 Miami FL(US)
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    Department of Civil and Environmental Engineering, Michigan State University, 3546 Engineering Building, East Lansing, MI 48824;

    Department of Civil and Environmental Engineering, Michigan State University, 3546 Engineering Building, East Lansing, MI 48824;

    Department of Civil and Environmental Engineering, Michigan State University, 3546 Engineering Building, East Lansing, MI 48824;

    Department of Civil and Environmental Engineering, Michigan State University, 3546 Engineering Building, East Lansing, MI 48824;

    Department of Civil and Environmental Engineering, Michigan State University, 3546 Engineering Building, East Lansing, MI 48824;

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