Application of Wireless Communication in Experimental Research of the Interface Bonding Condition between Asphalt Layers by Tensile Testing

Huaijun Yin, Daming Wang, Jianwei Zou, Y. Zhu
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引用次数: 1

Abstract

The vigorous development of communication technology, especially the development of wireless network communication technology, has accelerated its informatization process in more and more industrial applications. In the field of monitoring and detection applications, the many advantages of wireless network transmission technology provide an important reference for high-quality compaction monitoring. Engineering practice shows that the construction technology of asphalt pavement is the ultimate guarantee of engineering quality. It is important to recognize that pavement performance is greatly influenced by interface bonding condition and interface failure can reduce the serviceability of pavements rather than their overall structural lifetime. This paper presents a laboratory test to investigate the bonding tensile performance between asphalt layers by tensile testing. The test methods and devices for determining the bond regarding tensile testing are summarized as follows. Different interface conditions have been analyzed herein: 0.2, 0.4, and 0.6 kg/m2 with corresponding emulsified asphalt (MA) and SBS-modified MA. It is found that the stress-strain relationship of tensile testing for interface bonding is similar with low-carbon steels and it can be categorized into four zones. The results of tensile strength and damage displacement are discussed which are key parameters in describing the interface bonding condition and evaluating pavement performance.
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无线通信在沥青层间界面粘结状态拉伸试验研究中的应用
通信技术的蓬勃发展,特别是无线网络通信技术的发展,在越来越多的行业应用中加速了其信息化进程。在监测检测应用领域,无线网络传输技术的诸多优点为高质量的压实监测提供了重要参考。工程实践表明,沥青路面施工技术是工程质量的根本保证。重要的是要认识到,路面性能很大程度上受界面结合条件的影响,界面破坏会降低路面的使用能力,而不是降低其整体结构寿命。本文通过拉伸试验研究了沥青层间的粘结拉伸性能。关于拉伸试验,用于确定粘结的试验方法和装置总结如下。本文分析了不同的界面条件:0.2、0.4和0.6 kg/m2,对应的乳化沥青(MA)和sbs改性MA。界面粘结拉伸试验的应力应变关系与低碳钢相似,可分为4个区。讨论了描述界面粘结状态和评价路面性能的关键参数抗拉强度和损伤位移的结果。
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