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Foamed Bitumen Stabilised Pavements towards Western Australia Experience

机译:泡沫沥青稳定的路面向西澳大利亚经验

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Foamed bitumen stabilisation is a road construction technique where hot bitumen is converted to bitumen foam by injecting a small quantity of cold water into it. It is mixed into the road pavement to bind existing or imported granular materials to produce a bound but flexible pavement with superior structural properties to the original pavement. There have been trials and research projects undertaken in Australia by Queensland Main Roads, some regional road networks in New South Wales, and City of Canning, Perth, where the process has been adopted as a preferred rehabilitation method, but these projects did not develop a complete understanding of the characteristics and performance of in-situ foamed bitumen stabilised pavements for Australian conditions. This paper reviews the results of research undertaken into the stiffness and fatigue performance of insitu foamed bitumen stabilised pavement materials at various sites in the Cities of Canning and Gosnells in Western Australia. The aim of the research was to determine if a design relationship could be developed to predict the fatigue life of insitu foamed bitumen stabilised pavements, and if the viscoelastic properties of the bitumen binder were reflected in the stiffness and fatigue performance.
机译:发泡沥青稳定是一种道路施工技术,通过将少量冷水注入其中,将热沥青转化为沥青泡沫。它混合到道路路面中,以结合现有或进口的颗粒材料,以产生界限但柔性的路面,以原始路面优越的结构性能。澳大利亚的澳大利亚主要道路是澳大利亚进行的试验和研究项目,新南威尔士州的一些区域道路网络,珀斯市,珀斯市,该过程是作为优选的康复方法,但这些项目没有发展完全了解澳大利亚条件原位发泡沥青稳定路面的特点和性能。本文综述了研究在西澳大利亚罐头和Gosnells城市各地的Insitu泡沫沥青稳定路面材料的僵硬和疲劳性能的研究结果。该研究的目的是确定是否可以开发设计关系以预测Insitu发泡沥青稳定路面的疲劳寿命,以及沥青粘合剂的粘弹性在刚度和疲劳性能中反映出来。

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