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Design and Installation of a Geotechnical Monitoring System for Monitoring Freeze-Thaw Cycles on a Railway Track

机译:用于监测铁路轨道上的冻融循环的岩土工程监测系统的设计和安装

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Climate change might increase the frequency of events such as heat waves, freeze-thaw cycles (FTC), and flooding, and more specifically in permafrost rich regions. These climate hazards are expected to have an impact on railway track performance. There is little publicly available data on their quantitative impacts on railway operations. Such quantitative data is essential for determining when, where, and to what extent climate adaptation measures are needed. Freeze and thaw cycle results in frost heave and thaw softening in track foundation (substructure). Both frost heave and thaw softening may lead to unsafe operating conditions especially for rail transit and passenger rail systems as their high operating speed makes them much less tolerant to deviations in track geometry parameters. In order to investigate the effects of a freeze-thaw cycles on an active railway, a structural and geotechnical monitoring system was designed and installed on a section of VIA's track in Ontario. The instruments measure various track parameters such as pore water pressure, heave, and deformation at different depth within track foundation, track temperature, strain in the rail, and track surface deformation during freeze-thaw cycles. The data logging system relays static data and high speed data that are triggered by train passages. We show that the selection of instruments and design of the data logging system provide relevant geotechnical data in a manner that could be applied to northern regions and introduce recommendations for future installations. Moreover, we discuss the installation methods appropriate for cold climates because some instruments are temperature-sensitive. Since such systems typically need to be self-sufficient special considerations have to be taken to account for the relatively high power requirements of dynamic monitoring. The suggested system is shown to be useful for track monitoring projects in permafrost-rich regions where freeze-thaw cycles are a concern.
机译:气候变化可能会增加诸如热浪,冻融循环(FTC)和洪水等事件的频率,尤其是在多年冻土丰富的地区。预计这些气候危害将对铁路轨道性能产生影响。关于它们对铁路运营的量化影响,几乎没有公开的数据。这些定量数据对于确定何时,何地以及在何种程度上需要气候适应措施至关重要。冻结和融化循环导致轨道基础(子结构)中的冻胀和融化软化。冻胀和融化的软化都可能导致不安全的运行条件,特别是对于轨道交通和客运铁路系统,因为它们的高运行速度使其对轨道几何参数偏差的容忍度大大降低。为了研究冻融循环对现役铁路的影响,在安大略省威盛(VIA)轨道的一部分上设计并安装了结构和岩土工程监测系统。该仪器可测量各种轨道参数,例如孔隙水压力,升沉和轨道基础内不同深度的变形,轨道温度,轨道中的应变以及在冻融循环中的轨道表面变形。数据记录系统中继由火车通道触发的静态数据和高速数据。我们表明,仪器的选择和数据记录系统的设计以可以应用于北部地区的方式提供了相关的岩土数据,并为以后的安装提出了建议。此外,由于某些仪器对温度敏感,因此我们讨论了适合寒冷气候的安装方法。由于此类系统通常需要自给自足,因此必须考虑特殊因素以考虑动态监视的相对较高的功率要求。所建议的系统对冻土循环频繁的多年冻土丰富地区的轨道监测项目非常有用。

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