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首页> 外文期刊>Australian Geomechanics >ENGINEERING CHARACTERISATION OF IN SITU FOAMED BITUMEN STABILISED PAVEMENTS
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ENGINEERING CHARACTERISATION OF IN SITU FOAMED BITUMEN STABILISED PAVEMENTS

机译:原位发泡双稳态稳定工程的工程表征

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摘要

This report is the second of two papers that reviews the results of research undertaken into the stiffness and fatigue performance of in situ foamed bitumen stabilised pavement materials at various sites in the Cities of Canning and Gosnells in Western Australia. In the first paper "The development of a fatigue transfer function for In situ Foamed Bitumen Stabilised Pavements," the authors reported a review of laboratory fatigue testing that was undertaken over a 13 year history.In this paper, a review of recent work by Collings and Jenkins in South Africa where failure by shear is examined in relation to failures to date at pavements constructed in City of Canning which do support Collings and Jenkins theory.
机译:该报告是两篇论文的第二篇,该论文回顾了在西澳大利亚州坎宁市和戈斯内尔斯市不同地点就地泡沫沥青稳定的路面材料的刚度和疲劳性能进行的研究结果。在第一篇论文“原位泡沫沥青稳定路面的疲劳传递函数的发展”中,作者报告了对已有13年历史的实验室疲劳测试的回顾。本文对Collings的最新工作进行了回顾。和南非的詹金斯(Jenkins),他们对在Canning市建造的人行道上迄今为止的破坏进行了剪力破坏的研究,该研究确实支持了柯林斯和詹金斯的理论。

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