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'Green' overlays. A new, environmentally friendly method for the repair of damaged concrete pavements

机译:“绿色”叠加层。一种修复受损混凝土路面的环保新方法

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摘要

A Pavement Repair and Strengthening System (PRSS) is under development at Coventry University offering a pioneering approach to road rehabilitation. It aims to develop a bonded polymer modified overlay with the superior mechanical properties of concrete and the special workability of asphalt to facilitate fast construction by asphalt paving machinery. The utilization of the residual structural potential of the existing worn pavement makes it more sustainable in both environmental and economic terms as an alternative to the wholesale reconstruction of the existing structural concrete pavement. The special concrete mix was optimized by a newly developed method highlighted in this article to provide sound mechanical properties and practical construction solutions for fast repairing techniques. The problems associated with achieving structurally effective bonded concrete overlays, such as reflective cracking due to flexure failure, shear failure and delamination were examined in detail by a considerable number of rigorously conducted laboratory experiments. This paper launches the new mix design method, the geometrical size effect and the efficiency of steel fibre on the structural behaviour of the roller compacted, polymer modified concrete. The new mix design highlighted in the article is the key to achieving good mechanical performance with rapid construction technologies. The investigation of flexural resistance disclosed the size effect on flexural strength in the PMC (Polymer Modified Concrete) beams. A comparison was made between the roller-compacted PMC and the conventional PMC regarding the behaviour of the steel fibre in crack control. A series of tests were carried out on PMC beams with 1%, 1.5% and 2% of steel fibres to evaluate its impact on the shear, splitting tensile, flexural and compressive strength levels. The same PMC was experimentally tested at early ages and proved to have very high strength at an early stage. This can minimise the duration of traffic control and be beneficial for both highways authorities and road users. The investigation on the material and the structural performance will hopefully permit pavement engineers to further exploit its advantages such as economy, convenience and long, maintenance free life that PRSS could offer.
机译:考文垂大学正在开发一种路面修复和加固系统(PRSS),为道路修复提供了开创性的方法。它的目的是开发一种具有聚合物优异的机械性能和沥青特殊的可加工性的粘结聚合物改性外墙,以促进沥青摊铺机的快速施工。利用现有的磨损路面的残余结构潜力,使其在环境和经济方面都更具可持续性,可以替代对现有结构混凝土路面的大规模重建。通过本文重点介绍的最新开发方法对特殊混凝土混合物进行了优化,从而为快速修复技术提供了良好的机械性能和实用的施工解决方案。通过大量严格的实验室实验,详细研究了与获得结构有效的粘结混凝土表层有关的问题,例如由于挠曲破坏,剪切破坏和分层引起的反射性开裂。本文提出了一种新的配合比设计方法,几何尺寸效应和钢纤维效率对碾压的聚合物改性混凝土的结构性能的影响。本文强调的新混合料设计是通过快速施工技术获得良好机械性能的关键。抗弯强度研究揭示了尺寸对PMC(聚合物改性混凝土)梁抗弯强度的影响。关于在裂纹控制中钢纤维的行为,在辊压式PMC和常规PMC之间进行了比较。在含有1%,1.5%和2%钢纤维的PMC梁上进行了一系列测试,以评估其对剪切,劈裂拉伸,弯曲和压缩强度水平的影响。相同的PMC在早期就进行了实验测试,并在早期被证明具有很高的强度。这可以最小化交通控制的持续时间,并且对公路当局和道路使用者都是有益的。对材料和结构性能的研究有望使路面工程师能够进一步利用PRSS可以提供​​的优势,例如经济性,便利性和较长的免维护寿命。

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