牛富俊, 吴青柏, 赖远明, 孙志忠, 冯文杰. 2007: 青藏高原多年冻土退化及铁路路基工程热稳定性. 工程地质学报, 15(S1): 55-61.
    引用本文: 牛富俊, 吴青柏, 赖远明, 孙志忠, 冯文杰. 2007: 青藏高原多年冻土退化及铁路路基工程热稳定性. 工程地质学报, 15(S1): 55-61.
    NIU Fujun, WU Qingbai, LAI Yuanming, SUN Zhizhong, FENG Wenjie. 2007: PERMAFRSOT DEGRADATION IN QINGHAI-TIBET PLATEAU AND THERMAL STABILITY OF THE RAILWAY. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 55-61.
    Citation: NIU Fujun, WU Qingbai, LAI Yuanming, SUN Zhizhong, FENG Wenjie. 2007: PERMAFRSOT DEGRADATION IN QINGHAI-TIBET PLATEAU AND THERMAL STABILITY OF THE RAILWAY. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 55-61.

    青藏高原多年冻土退化及铁路路基工程热稳定性

    PERMAFRSOT DEGRADATION IN QINGHAI-TIBET PLATEAU AND THERMAL STABILITY OF THE RAILWAY

    • 摘要: 青藏高原未来50a地表气温可能增高2.2~2.6℃,以高温、高含冰量冻土为特色的多年冻土区将延续退化的趋势,因此青藏铁路多年冻土区路基工程建设和维护必须采用冷却路基的原则,变传统消极被动保温为积极主动降温以维护路基热稳定性。为降低或消除工程建设及气候变暖造成的路基下多年冻土融化,目前青藏铁路实施的调控对流、调控传导和调控辐射的工程措施,基本上达到了保持或促进路基下伏多年冻土的效果。数值模拟结果表明路基工程建设和补强措施基本可以应对气候转暖的不良影响,但部分措施还需要进一步优化或组合。

       

      Abstract: According to pridictions, the air temperature on the Qinghai-Tibet Plateau would increase with a value of 2.2~2.6℃. Therefore the pemafrost, featured by rich ice and high ground temperature, would continue the process of degradaion. Under such background, cooling principle was adopted in roadbed constructions of the Qinghai-Tibet Railway in permafrost regions. The engineering methodes of colling roadbeds are based on mechanisms of controlling convection, conductivity and radiation. After years of monitoring, it was indicateds that the methods are effective in protecting the undlying permafrost. Numerical simulations of the longtime efficiency showd that the methods would able to prevent the influence of the global warming. Though some methods need to be improved and optimized.

       

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