Reflected cracks buildups surveying and process simulation in double-layer asphalt-concrete systems

A. Kamenchukov, I. Ukrainskiy
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引用次数: 2

Abstract

The paper studies the matters of multilayer asphalt-concrete systems cracking resistance, specifically we investigated the occurrence and development causes and peculiarities of the reflected cracks. In this study was examined the highways’ state of repair and the prerequisites for the defects formation on the pavement were determined, as well as the regional road structure operation aspect. The authors studied from every angle the causes of internal and external asphalt concrete pavements defects and deformations. The most popular filling of cracks technologies and restoring the pavement are were discussed in this paper, also the experience of roads repairing in the western part of Russia, Europe, and the USA was investigated. The determination results of the formation and develop-ment defects rate on the surface of the operated roads are presented in this article. Cracks in double-layer samples of finegrained asphalt concrete were simulated in laboratory conditions. A prototype model of 10 cm height and diameter were made by molding and densifying in layers, and a crack was laid in the lower layer of the prototype. Af-ter densifying samples were tested for compression. The physical modeling results analysis allows us to assume the dependence between the presence (or ab-sence) of pavement internal defects and the structural solidity. Mathematical modeling of the operation of a double-layer system was performed in the GenIDE32 software package to confirm the hypothesis. Evaluation of the stress-strain state by the finite element method showed the presence of system weakening characteristics zones around the defect area. There is increasing inter-nal stresses and deformations around the crack in a double-layer system, as well as a decrease in the overall system strength (stability). In the end, conclusions about the influence of asphalt-concrete pavement internal defects on the reflected cracks formation pro-cess were drawn.
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双层沥青-混凝土体系反射裂缝形成测量及过程模拟
本文对多层沥青混凝土体系的抗裂问题进行了研究,着重探讨了反射裂缝的发生、发展原因及特点。本研究考察了公路的修复状况,确定了路面缺陷形成的先决条件,以及区域道路结构运营方面的问题。从各个角度研究了沥青混凝土路面内外缺陷和变形的成因。本文论述了目前最流行的裂缝填充技术和路面修复技术,并对俄罗斯西部、欧洲和美国的道路修复经验进行了研究。本文介绍了运营道路表面形成和发展缺陷率的测定结果。在实验室条件下,对细粒沥青混凝土双层试样的裂缝进行了模拟。采用分层成型、致密化的方法制作高度和直径均为10 cm的原型模型,并在原型下层铺设裂缝。致密化后试样进行压缩测试。物理建模结果分析允许我们假设路面内部缺陷的存在(或不存在)与结构坚固度之间的依赖关系。在GenIDE32软件包中对双层系统的运行进行数学建模以证实假设。通过有限元法对应力应变状态进行评估,发现缺陷区域周围存在系统弱化特征区。在双层体系中,裂纹周围的内应力和变形增加,整体体系强度(稳定性)下降。最后,得出了沥青混凝土路面内部缺陷对反射裂缝形成过程的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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