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Numerical Simulation Analysis of Adjustable Ventilated Embankment of Qinghai-Tibet Railway

机译:青藏铁路可调通风堤坝数值模拟分析

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Finite Element Method has been used to operate the numerical analysis and comparison between the traditional ventilated embankment and the adjustable ventilated embankment adopted in Qinghai-Tibet Railway construction. The numerical results show that:1) The adjustable ventilated embankments can prevent the thermal entry from air into ducts during summer from thawing the permafrost beneath the embankments; 2) The cooling effects of the adjustable ventilated embankments on permafrost is much better than the traditional ventilated embankments although two kinds of embankments can generate the thawing bulbs at the beginning of finishing construction; 3) The drop of the mean temperature of permafrost under the adjustable ventilated embankments keeps faster than that of the mean temperature of permafrost under the traditional ventilated embankments. It is clear that the adjustable ventilated embankments can keep the embankment more stable than the traditional ventilated embankments.
机译:有限元方法已被用于操作青藏铁路建设中传统通风路堤与可调节通风路堤的数值分析及比较。数值结果表明:1)可调节通风的路堤可以防止在夏季中从空气中的热进入管道,从堤防下方解冻永久冻结; 2)虽然两种堤防可以在整理施工开始时可以产生散发出的通风堤,可调节通风堤的冷却效果远好多了。 3)可调节通风路堤下的永久冻土的平均温度下降比传统通风路堤下的永久冻土的平均温度速度快。很明显,可调节通风的通风堤可以使堤防比传统通风堤稳定。

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