反射裂缝的加速实验室试验

IF 0.1 Q4 ENGINEERING, CIVIL Romanian Journal of Transport Infrastructure Pub Date : 2021-07-01 DOI:10.2478/rjti-2021-0003
M. Lobază
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引用次数: 0

摘要

摘要道路结构修复最常用的方法之一是在退化的混凝土上铺设沥青保护层。这种解决方案的主要问题是反射裂缝,更准确地说是沥青路面下层现有裂缝的传播。本文中提出的方法包括对由预裂混凝土板组成的试样进行加速实验室试验,沥青板粘在该混凝土板上,承受等效的交通荷载。该试验允许通过变形试样、沥青中裂缝的开口和长度等参数,以及混凝土中现有裂缝的开口,观察从下层到上层的裂缝扩展,直到其屈服。通过关联这些参数,可以得出关于复合材料结构在反射裂缝下的行为的重要结论,从而能够选择最佳的沥青保护层配方。
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Accelerated Laboratory Testing for Reflective Cracking
Abstract One of the most used methods of rehabilitation of road structures is the laying of a protective asphalt layer over a degraded concrete. The main problem of this solution is the reflective cracking, more precisely the transmission of the existing cracks in the lower layer in the asphalt pavement. The method presented in this article involves an accelerated laboratory test on specimens composed of a pre-cracked concrete slab over which an asphalt slab is glued, subjected to equivalent traffic loads. This test allows the observation of the crack propagation from the lower layer to the upper layer, until it yields, through parameters such as deformed specimen, opening and length of the crack in asphalt, but also the opening of the existing crack in concrete, relative to the number of cycles. By relating these parameters, important conclusions can be drawn about the behavior of the composite structure at reflective cracking, being able to choose the optimal recipe of the protective asphalt layer.
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