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Frost Damage Improvement for Railway Subgrade Based on Ground Temperature Control in Cold Regions

机译:基于寒冷地区地温控的铁路路基霜损伤改进

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Due to the ignorance of the influence of frozen soil during the design period, the frost damage of subgrade in Datong-Junggar Railway was serious. The improvement scheme of frost damage was researched. However, the research based on the existing project was few, and previous improvement schemes could have an impact on the normal operation of railway system. Datong-Junggar Railway has undertaken the important task of transporting coal resources for China since its normal operation. To ensure normal operation of existing railway, the heating hole scheme was investigated by finite element simulations. The embedding spacing, the heating hole temperature and the embedding depth were analyzed. Based on the simulated results and on-site conditions, the design scheme of the heating hole (embedding spacing: 1.0 m, the heating hole temperature: 30 degrees C and embedding depth: 70 cm) was proposed. Finally, the on-site monitoring in Qianshimen was taken to verify the feasibility of the heating hole scheme. Under the continuous energizing condition, the ground temperature remained basically stable even though the temperature had dropped to -7 degrees C. The research results could enrich the design schemes for frost damage in cold regions from the aspect of ground temperature control.
机译:由于冻土在设计期间的影响的无知,大同 - 准噶尔铁路路基的霜冻损坏严重。研究了霜冻损伤的改善方案。然而,基于现有项目的研究很少,先前的改进计划可能对铁路系统的正常运行产生影响。大约琼巴铁路已采取以来运输中国煤炭资源的重要任务。为了确保现有铁路的正常运行,通过有限元模拟研究了加热孔方案。分析了嵌入间距,加热孔温度和嵌入深度。基于模拟结果和现场条件,提出了加热孔的设计方案(嵌入间距:1.0μm,加热孔温度:30℃和嵌入深度:70cm)。最后,采取了Qianshimen的现场监测来验证加热孔方案的可行性。在连续激励条件下,即使温度下降至-7摄氏度,研磨温度也基本上稳定。研究结果可以从地温控制方面丰富寒冷地区霜冻损伤的设计方案。

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