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Study on Thermal Stability of Swampy Slope Roadbed in Permafrost Regions of Qinghai-Tibet Railway

机译:青藏铁路多年冻土区沼泽坡路热稳定性研究

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Slope roadbed stability in permafrost regions of Qinghai-Tibet Railway is a potential threat to long-term operation. In evaluating slope roadbed stability, thermal stability is of first importance. Through measuring ground temperature at Anduo section for three years, ground temperature changes and the changing trend in the next 50 years have been analyzed. From the research, the conclusions are as follows: 1) filling railway embankment makes permafrost temperature field redistribute; asymmetry of slope direction and geometric asymmetry make ground temperature field asymmetric; 2) filling railway embankment causes artificial permafrost table of roadbed change and show asymmetric, which changes original thermal balance and makes slope roadbed in a state of dynamic thermal stability; 3) numerical analysis predictions show that in the first 10 years, artificial permafrost table has greater elevation and its asymmetry gradually increases. Beginning from the 20th year, permafrost will completely degrade, and thermal stability in the maximum thawing depth period is the worst in the forecast 10th year.
机译:青藏铁路多年冻土地区的坡路稳定性是对长期运作的潜在威胁。在评估斜坡路基稳定性方面,热稳定性首先是重要性。通过测量Anduo部分的地温度三年,分析了接下来的50年的地面温度变化和变化趋势。从研究来看,结论如下:1)填充铁路路堤使永久冻土温度场再分配;斜坡方向的不对称性和几何不对称制造地温田不对称; 2)填充铁路路堤引起人工永久冻土表的路基变化表,表现出不对称,改变了原始的热平衡,并在动态热稳定状态下进行斜坡路基; 3)数值分析预测显示,在前10年中,人工永久冻干表具有更高的升高,其不对称性逐渐增加。从20年开始,永久冻土将完全降低,最大解冻深度时期的热稳定性是预测10年的最糟糕。

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