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张彧, 房建宏, 刘建坤, 徐安花. 察尔汗地区盐渍土水热状态变化特征与水盐迁移规律研究[J]. 岩土工程学报, 2012, 34(7): 1344-1348.
引用本文: 张彧, 房建宏, 刘建坤, 徐安花. 察尔汗地区盐渍土水热状态变化特征与水盐迁移规律研究[J]. 岩土工程学报, 2012, 34(7): 1344-1348.
ZHANG Yu, FANG Jian-hong, LIU Jian-kun, XU An-hua. Variation characteristics of hydrothermal state and migration laws of water and salt in Qarhan Salt Lake region[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1344-1348.
Citation: ZHANG Yu, FANG Jian-hong, LIU Jian-kun, XU An-hua. Variation characteristics of hydrothermal state and migration laws of water and salt in Qarhan Salt Lake region[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1344-1348.

察尔汗地区盐渍土水热状态变化特征与水盐迁移规律研究

Variation characteristics of hydrothermal state and migration laws of water and salt in Qarhan Salt Lake region

  • 摘要: 为提高察尔汗盐湖区高氯盐含量盐渍土工程的稳定性,对该地区多年水热和蒸发量变化情况进行分析,在寒季进行气温、地温和现场土体不同深度位置含水率和含盐量试验和研究。由试验结果总结出该地区寒季月平均气温和地温温差变化特征,昼夜地温温差变化特征,月平均地温时程变化与传递变化特征,以及推导表征了温度随时间和深度热传递速率的变化特征回归方程。最后分析了热效应是造成土体中水盐迁移的主导因素,寒季土体热效应作用随深度的下降而减弱,在土体的地表和地表下1.0~2.5 m范围内出现两个盐分聚集区,在今后的盐渍土工程设计和施工中应得到重视。

     

    Abstract: In order to improve the engineering stability of saline soil with high chloride content in Qarhan Salt Lake region, the hydrothermal and evaporation variations for many years in this region are analyzed. The air temperature and geotemperature in cold season as well as and the water content and salt content at different depths are tested and studied. The results show the characteristics of the monthly average temperature and geotemperature difference variations, temperature difference between day and night geotemperature variations, time-history and transfer variations of the monthly average geotemperature. A regression equation for the temperature with time and depth of the heat transfer capacity and transmission rate is derived. The thermal effect of the soil is the dominant factor for water and salt migration, and the thermal-effect reaction decreases with the increase of the soil depth. For this reason, two salt accumulation areas in the surface and 1 m -2.5 m under the surface are formed, and the design and construction of future projects in saline soil should take it into account.

     

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