Geogrid Reinforcement of Asphalt Pavements

IF 0.6 4区 工程技术 Q4 ENGINEERING, CIVIL Baltic Journal of Road and Bridge Engineering Pub Date : 2017-09-25 DOI:10.3846/BJRBE.2017.22
A. Zofka, Maciej Maliszewski, E. Zofka, M. Paliukaite, L. Žalimienė
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引用次数: 5

Abstract

Geogrid materials applied within asphalt layers defer or prevent the occurrence of reflective cracking. The contribution of this work significantly adds to extending pavement serviceability and improving benefit/cost analysis. Since 1970s many studies have demonstrated the benefits of geogrid reinforcement in asphalt pavements, but this knowledge did not translate to their extensive usage in the actual construction practice. Among potential reasons are higher initial costs, lack of in-depth understanding of working mechanism within adjacent asphalt layers and lack of commonly standard design procedures. This paper presents a recent study, which investigated the effect of geogrid reinforcement on asphalt mixture specimens. Two types of laboratory experiments were conducted, namely monotonic (strength and fracture) testing and cyclic (fatigue and modulus) testing. The results demonstrated a significant strengthening contribution of geogrid, which was observed regarding fracture energy results and terminal deflections in the fatigue testing. This paper also presents a short example connecting pavement deflections with the allowable axle loading (also known as fatigue life) to demonstrate the practical implications of geogrid reinforcement. The undertaken analysis shows the reduction of pavement deflections due to the geogrid application, which potentially leads to a significant extension of pavement fatigue life. Paper concludes with several recommendations for further work in the area of geogrid reinforcement.
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沥青路面的土工格栅加固
铺设在沥青层内的土工格栅材料可延缓或防止反射裂缝的发生。这项工作的贡献大大增加了路面使用性能的提高和效益/成本分析的改进。自20世纪70年代以来,许多研究已经证明了土工格栅加固在沥青路面中的好处,但这些知识并没有转化为它们在实际施工实践中的广泛应用。潜在原因包括初始成本较高、对相邻沥青层内的工作机制缺乏深入了解以及缺乏通用的标准设计程序。本文介绍了最近的一项研究,研究了土工格栅加筋对沥青混合料试件的影响。进行了两种类型的实验室实验,即单调(强度和断裂)测试和循环(疲劳和模量)测试。结果表明,土工格栅具有显著的加固作用,在疲劳试验中观察到了断裂能结果和终端挠度。本文还提供了一个将路面挠度与容许轴载荷(也称为疲劳寿命)联系起来的简短例子,以证明土工格栅加固的实际意义。所进行的分析表明,由于土工格栅的应用,路面挠度减少,这可能会显著延长路面疲劳寿命。论文最后对土工格栅加固领域的进一步工作提出了几点建议。
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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来源期刊
Baltic Journal of Road and Bridge Engineering
Baltic Journal of Road and Bridge Engineering 工程技术-工程:土木
CiteScore
2.10
自引率
9.10%
发文量
25
审稿时长
>12 weeks
期刊介绍: THE JOURNAL IS DESIGNED FOR PUBLISHING PAPERS CONCERNING THE FOLLOWING AREAS OF RESEARCH: road and bridge research and design, road construction materials and technologies, bridge construction materials and technologies, road and bridge repair, road and bridge maintenance, traffic safety, road and bridge information technologies, environmental issues, road climatology, low-volume roads, normative documentation, quality management and assurance, road infrastructure and its assessment, asset management, road and bridge construction financing, specialist pre-service and in-service training;
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