沥青稳定石灰石在西澳大利亚州道路路面中的应用

IF 0.3 Q4 ENGINEERING, GEOLOGICAL
Jonathon R Griffin, Z. Rice, R. Clayton, Ben Harvey, C. Leek, M. Bondietti, Ross Keeley, G. Cocks
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引用次数: 0

摘要

从20世纪60年代中期到90年代末,州政府和地方政府广泛使用当地可获得的Tamala石灰石的沥青乳液稳定,但近年来其使用量有所下降。本文旨在证明其作为一种可行的替代材料在交通繁忙的道路上使用的好处。用沥青乳液稳定破碎的石灰石所带来的好处包括改善工作性、减少施工交通中的松散、降低水分敏感性和增强机械性能。案例研究表明,在交通繁忙的道路下使用沥青稳定石灰石(BSL)作为基层时,观察到了令人满意的性能。本文提供了一种构建方法,并讨论了障碍和未来的机遇。针对BSL在喷射密封和薄沥青路面下的应用,提出了两种结构设计方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Use of Bitumen Stabilised Limestone in Western Australian Road Pavements
Bitumen emulsion stabilisation of locally available Tamala Limestone was widely used by State and Local Governments from the mid-1960s through the late-1990s, however its use has declined in recent years. This paper aims to substantiate its benefits as a viable alternative material for use on heavily trafficked roads. The benefits provided through stabilisation of crushed limestone with bitumen emulsion include improved workability, reduced ravelling under construction traffic, lower moisture susceptibility and enhanced mechanical properties. Case studies are presented that show that satisfactory performance has been observed where Bitumen Stabilised Limestone (BSL) is used as a basecourse under heavily trafficked roads. The paper provides a construction methodology and discusses barriers and future opportunities. Two structural design approaches are presented for the use of BSL under sprayed seals and thin asphalt surfacings.
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来源期刊
Australian Geomechanics Journal
Australian Geomechanics Journal ENGINEERING, GEOLOGICAL-
CiteScore
0.40
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1
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