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The geotechnical behaviour of ballast materials for railway track maintenance

机译:用于铁路轨道维护的压载材料的岩土工程性能

摘要

The search for an improved mechanised method of maintaining railway track to the correct level and alignment led to the development of the stoneblower, a machine that lifts the rail and attached sleepers and pneumatically injects the required amount of 20mm stone into the void created, creating a two-layer granular foundation. Stoneblowing minimises disturbance to the existing well-compacted ballast and reduces the amount of particle breakage normally associated with maintenance. By 1999 a fleet of stoneblowers was fully operational across the UK rail network and achieving target rates of track maintenance. However in some cases the track quality appears to have been left in worse condition than it was pre-maintenance. To investigate the deformation characteristics of the foundations directly below the sleepers a programme of large scale triaxial tests on 20mm stone, 50mm ballast and two-layer specimens was carried out under monotonic, cyclic and post cyclic monotonic loading. It was perceived that the amount of volume change, which was partly dependent on the amount of particle breakage, was critical to the overall permanent strain. From the laboratory testing it was found that particle breakage behaviour had an important role to play in the performance of the ballast, even at relatively low pressures. The specimens were particularly sensitive to the moisture content and to the variation in the subgrade modulus, both of which were related to an increase in the amount of particle breakage occurring in the test. In the two-layer specimens there was an increase in the resilient modulus and a decrease in the amount of breakage. Complementary to the laboratory work in-depth analysis of track quality data and of data downloaded from the stoneblower was undertaken. Detailed analysis of the data gave a better understanding of the performance and provided guidance for optimising the deployment of the stoneblower fleet and the stoneblowing procedures
机译:为了寻求一种改进的机械化方法来保持铁路轨道的正确水平和对齐,导致了吹石机的发展。吹石机可以抬起铁路和枕木,并将所需数量的20mm石头气动注入所产生的空隙中,两层颗粒基础。吹石可以最大程度地减少对现有压实压舱物的干扰,并减少通常与维护相关的颗粒破损量。到1999年,整个英国铁路网络中的吹石机队已全面投入使用,并达到了目标的轨道维护率。但是,在某些情况下,磁道质量似乎比维护前还要糟糕。为研究枕木正下方的地基变形特性,在单调,循环和循环后单调荷载下,对20mm石材,50mm道ball和两层试件进行了大规模的三轴试验。人们认为,部分取决于颗粒破碎量的体积变化量对于整体永久应变至关重要。从实验室测试中发现,即使在相对较低的压力下,颗粒破碎行为也对镇流器的性能起着重要作用。样品对水分含量和路基模量变化特别敏感,这两者都与试验中发生的颗粒破碎量增加有关。在两层试件中,弹性模量增加,断裂量减少。作为实验室工作的补充,对轨道质量数据和从吹石机下载的数据进行了深入分析。数据的详细分析使人们对性能有了更好的了解,并为优化吹石机队的部署和吹石程序提供了指导

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    Fair Peter;

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  • 年度 2004
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