Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 34 Issue 8
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LIN Zhan-ju, NIU Fu-jun, LIU Hua, LU Jia-hao, LUO Jing. Numerical simulation of lateral thermal process of a thaw lake and its influence on permafrost engineering on Qinghai-Tibet Plateau[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1394-1402.
Citation: LIN Zhan-ju, NIU Fu-jun, LIU Hua, LU Jia-hao, LUO Jing. Numerical simulation of lateral thermal process of a thaw lake and its influence on permafrost engineering on Qinghai-Tibet Plateau[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1394-1402.
shu

Numerical simulation of lateral thermal process of a thaw lake and its influence on permafrost engineering on Qinghai-Tibet Plateau

  • (State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China)

More Information
  • Received Date: August 12, 2011
  • Published Date: August 19, 2012
    Graphical Abstract
    • Abstract
  • The lateral thermal erosion of thaw lake may damage the stabilization of the nearby engineering. This study discussed the lateral transfer heat mechanism of the thaw lake, and a heat transfer model with phase change was used to predicte the temperature regime changes beneath the frozen soil roadbed and possible subgrade defects under the influence of the thaw lake. The results show that the thermal erosion of the thaw lake to permafrost roadbed is mainly affected by the annual average lake-bottom temperature and the distance from the roadbed to lake-edge. Supposing the lake area is constant, the impact of the thaw lake with a higher annual average lake-bottom temperature on the permafrost roadbed is more serious than that with a lower annual average lake-bottom temperature, and also is more obvious with the distance decrease from the roadbed to the lake-edge. These impacts mainly include the gradually warming ground temperature and the expanding talik area beneath the roadbed. However, the most thaw lakes have been experiencing a process of area expansion. If this factor is considered, the actual increase of ground temperature is higher than the forecast one, and the damage is more serious.
    • FullText(HTML)
    • References (15)
  • [1]
    周幼吾, 郭东信, 邱国庆, 等. 中国冻土[M]. 北京: 科学出版社, 2000: 401–405. (ZHOU You-wu, GUO Dong-xin, QIU Guo-qing, et al. Geocryology in China[M]. Beijing: Science Press, 2000: 401–405. (in Chinese))
    [2]
    林战举, 牛富俊, 葛建军, 等. 青藏铁路北麓河地区典型热喀斯特湖变化特征及其对冻土热状况的影响[J]. 冰川冻土, 2010, 32(2): 341–349. (LIN Zhan-ju, NIU Fu-jun, GE Jian-jun, et al. Variation characteristics of thaw lakes in permafrost regions of the Qinghai-Tibet Plateau and its influence on the thermal state of permafrost[J]. Journal of Glaciology and Geocryology, 2010, 32(2): 341–349. (in Chinese))
    [3]
    LIN Z J, NIU F J, XU Z Y, et al. Thermal regime of a thermokarst lake and its influence on permafrost, beiluhe Basin, Qinghai-Tibet Plateau[J]. Permafrost and Periglacial Processes, 2010, 21: 315–324.
    [4]
    马小杰, 张建明, 常小晓, 等. 高温–高含冰量冻土蠕变试验研究[J]. 岩土工程学报, 2007, 29(6): 848–852. (MA Xiao-jie, ZHANG Jian-ming, CHANG Xiao-xiao, et al. Experimental study on creep of warm and ice-rich frozen soil[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 848–852. (in Chinese))
    [5]
    马小杰, 张建明, 郑 波, 等. 青藏铁路路基下高温–高含冰量冻土旁压试验研究[J]. 岩土力学, 2008, 29(3): 764–768. (MA Xiao-jie, ZHANG Jian-ming, ZHENG Bo, et al. Study on warm and ice-rich permafrost beneath Qinghai-Tibet Railway embankment with pressiometer[J]. Rock and Soil Mechanics, 2008, 29(3): 764–768. (in Chinese))
    [6]
    许 健, 牛富俊, 林战举. 高温高含冰量冻土路基流变特性数值分析[J]. 中国铁道科学, 2008, 29(5): 13–19. (XU Jian, NIU Fu-jun, LIN Zhan-ju. Numerical analysis of rheological character of embankment with warm and Ice-Rich frozen soil[J]. China Railway Science, 2008, 29(5): 13–19. (in Chinese))
    [7]
    ZHANG J M, MA X J, ZHENG B. Experimental study on mechanism of subgrade deformation in permafrost regions along Qinghai-Tibetan Railway[C]// Proceeding of the Ninth International Conference on Permafrost. Fairbanks, 2008: 2043–2048.
    [8]
    NIU F J, XU J, LIN Z J, et al. Engineering activity induced environmental hazards in permafrost regions of Qinghai-Tibet Plateau[C]// Proceedings of 9th International Conference on Permafrost. Fairbanks, 2008: 287–1292.
    [9]
    LIN Z J, NIU F J, LUO J, et al. Changes in permafrost environments caused by the Qinghai-Tibet highway construction and maintenance[J]. Journal of Central South University of Technology, 2011, 18: 1454–1464.
    [10]
    林战举. 多年冻土区热喀斯特湖特征及其对冻土环境与工程的影响研究[D]. 兰州: 中国科学院寒区旱区环境与工程研究所, 2011. (LIN Zhan-ju. Study of thermokarst lake and its influence on the permafrost environment and engineering[D]. Lanzhou: Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, 2011. (in Chinese))
    [11]
    杨世铭, 陶文栓. 传热学[M]. 4版. 北京: 高等教育出版社, 2006: 10–63. (YANG Shi-ming, TAO Wen-shuan. Heat transfer[M]. 4th ed. Beijing: Higher Education Press, 2006: 10–63. (in Chinese))
    [12]
    LIN Z J, NIU F J, LIU H, et al. Disturbance-related thawing of a ditch and its influence on roadbeds on permafrost [J]. Cold Regions Science and Technology, 2011, 66: 105–114.
    [13]
    中国科学院兰州冰川冻土研究所. 冻土的温度水分应力及其相互作用[M]. 兰州: 兰州大学出版社, 1990: 21–75. (Glaclology and Geocryology Research Institute, CAS. Interaction among temperature, moisture and stress fields in frozen soil[M]. Lanzhou: Lanzhou University Press, 1990: 21–75. (in Chinese))
    [14]
    朱林楠. 高原冻土区不同下垫面的附面层研究[J]. 冰川冻土, 1988, 10(1): 8–14. (ZHU Lin-nan. Study of the adherent layer on different types of ground in permafrost regions on the Qinghai-Xizang plateau[J]. Journal of Glaciology and Geocryology, 1988, 10(1): 8–14. (in Chinese))
    [15]
    LING F, ZHANG T. Numerical simulation of permafrost thermal regime and talik development under shallow thermokarst lakes on the Alaskan Arctic Coastal Plain[J]. Journal of Geophysical Research, 2003, 108(16): 26–36.
    • Related Articles

  • Related Articles

    [1]CAI Yuebo, XIANG Yan, SHENG Jinbao, MENG Ying. Deep-water detection, monitoring, early warning and treatment of emergencies of major water conservancy projects: a review[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(3): 441-458. DOI: 10.11779/CJGE20221480
    [2]ZHU Wu, ZHANG Qin, ZHU Jian-jun, HUANG Guan-wen, WANG Yan-ping, ZHU Hong-hu, HU Wei, HU Jun. Real-time monitoring and early warning technology for huge landslides[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(7): 1341-1350. DOI: 10.11779/CJGE202207012
    [3]YANG Guang-yu, JIANG Fu-xing, QU Xiao-cheng, LI Lin, WEI Quan-de, LI Nai-lu. Comprehensive monitoring and early warning technology for rock burst of tunneling face with thick coal seams[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1949-1958. DOI: 10.11779/CJGE201910021
    [4]ZHAO Jiu-bin, LIU Yuan-xue, LIU Na, HU Ming. Association rules of monitoring and early warning by using landslides FRPFP model—Case study of Jiangjin-Fengjie reach in Three Gorges Reservoir area[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 492-500. DOI: 10.11779/CJGE201903011
    [5]XU Yang-qing, CHENG Lin. Analysis processing of monitoring data and forecast and early warning system of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 219-224. DOI: 10.11779/CJGE2014S1038
    [6]MA Fuheng, HE Xinwang, WU Guangyao. Risk early-warning index system for earth and rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(11): 1734-1737.
    [7]Radu Popa, Bogdan Popa, Liana Vuta. Behaviour model for dam displacement derived by an evolutionary algorithm[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(11): 1637-1642.
    [8]WANG Zhaosheng, LIU Hanlong, ZHANG Shichen. Development and application of real-time safety evaluation software system for embankment dams[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(11): 1606-1609.
    [9]YU Yuzhen, LIN Hung chou, LI Guangxin. Analysis of finite element method for early warning of landslide[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(8): 1264-1267.
    [10]YAO Leihua. Parameters identification of groundwater flow model with genetic algorithm and Gauss-Newton Method[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 885-890.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (1204) PDF downloads (613) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return