罗京, 牛富俊, 林战举, 刘明浩, 尹国安. 2014: 青藏工程走廊典型热融灾害现象及其热影响研究. 工程地质学报, 22(2): 326-333.
    引用本文: 罗京, 牛富俊, 林战举, 刘明浩, 尹国安. 2014: 青藏工程走廊典型热融灾害现象及其热影响研究. 工程地质学报, 22(2): 326-333.
    LUO Jing, NIU Fujun, LIN Zhanju, LIU Minghao, YIN Guo'an. 2014: DEVELOPMENT OF THAWING HAZARDS AND THERMAL INFLUENCE ON PERMAFROST ALONG QINGHAI-TIBET ENGINEERING CORRIDOR. JOURNAL OF ENGINEERING GEOLOGY, 22(2): 326-333.
    Citation: LUO Jing, NIU Fujun, LIN Zhanju, LIU Minghao, YIN Guo'an. 2014: DEVELOPMENT OF THAWING HAZARDS AND THERMAL INFLUENCE ON PERMAFROST ALONG QINGHAI-TIBET ENGINEERING CORRIDOR. JOURNAL OF ENGINEERING GEOLOGY, 22(2): 326-333.

    青藏工程走廊典型热融灾害现象及其热影响研究

    DEVELOPMENT OF THAWING HAZARDS AND THERMAL INFLUENCE ON PERMAFROST ALONG QINGHAI-TIBET ENGINEERING CORRIDOR

    • 摘要: 在全球变暖及人类工程活动的影响下,青藏工程走廊内的热融灾害普遍发育。研究走廊内各类热融灾害的发育现状及其对多年冻土的热影响对今后的工程规划和冻土环境保护具有一定的指导意义。本文通过大量的野外调查工作,总结了走廊内热融灾害的类型及其发育现状,并选取3种典型热融灾害进行现场地温监测,分析其对多年冻土的热影响方式和程度。研究结果表明:3种热融灾害对其发育区域及附近的多年冻土都产生了巨大的热影响,热融滑塌和热融沟主要影响浅层的地温状况,而热融湖塘的影响范围更大,其发育甚至会导致湖塘下部形成多年融区。此外,侧向热流计算结果表明,3种热融灾害全年都在向其周边的多年冻土放热,通过对比发现热融湖塘的侧向热侵蚀能力最强,其次是热融沟,侧向热侵蚀最小的是热融滑塌。

       

      Abstract: Under the combined influences of the human activities and climatic warming, the thawing hazards are widely distributed in the permafrost regions along the Qinghai-Tibet Engineering Corridor. Research of development status of the thawing hazards and their impact on permafrost thermal regime within the corridor are significant to the engineering construction and environment protection in the future. Based on the field investigations, we summarize the types and development status of the thawing hazards within the corridor. We also monitor the ground temperature of three typical thawing hazards and analyzed their thermal influence on permafrost. The research results show that the typical thawing hazards developed in the corridor mainly include thaw slump and landslide, thermokarst pond, thawing settlement. They are widely distributed in the high ice content permafrost regions along the Qinghai-Tibet Highway and Railway. According to the field ground temperature monitoring, thawing hazards have significantly influenced the thermal regime of permafrost in development area and nearby area. The influence scope is differed among the three thawing hazards. Thaw slump and thaw subsidence usually influence the shallow permafrost. But the influence of thermokarst lake is more significant, which usually results in the formation of talik under the lake bottom. In addition, the modeled results show that the thawing hazards always release heat to its nearby permafrost. The amount of heat released by thermokarst lake is usually more than that released by thawing ditch. The thawing ditch is usually more than the thaw slump. If the thawing hazards are close to the roadbed, the lateral thermal erosion would lead to the temperature increases in frozen soil subgrade and induce the embankment disease. Therefore, full consideration of all kinds of thawing hazards must be given for road construction in permafrost regions. If the condition allows, the road should bypass or away from these hazards.

       

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