The cooling effect of crushed rock structures on permafrost under an embankment

被引:0
|
作者
QingBai Wu*
机构
基金
中国国家自然科学基金;
关键词
cooling effect; crushed rock structure; permafrost;
D O I
暂无
中图分类号
U213.14 [];
学科分类号
081401 ;
摘要
Based on the analysis and comparison of soil temperature, thermal regime and permafrost table under the experimental embankment of crushed rock structures in Beiluhe, results show that crushed rock structures provide an extensive cooling effect, which produces a rising permafrost table and decreasing soil temperatures. The rise of the permafrost table under the embankment ranges from an increase of 1.08 m to 1.67 m, with an average of 1.27 m from 2004 to 2007. Mean annual soil temperatures under the crushed rock layer embankment decreased significantly from 2005 to 2007, with average decreases of ?1.03 °C at the depth of 0.5 m, ?1.14 °C at the depth of 1.5 m, and ?0.5 °C at the depth of 5 m. During this period, mean annual soil temperatures under the crushed rock cover embankment showed a slight decrease at shallow depths, with an average decrease of ?0.2 °C at the depth of 0.5 m and 1.5 m, but a slight rise at the depth of 5 m. After the crushed rock structures were closed or crammed with sand, the cooling effect of the crushed rock layer embankment was greatly reduced and that of the crushed rock cover embankment was just slightly reduced.
引用
收藏
页码:39 / 50
页数:12
相关论文
共 50 条
  • [1] The cooling effect of crushed rock structures on permafrost under an embankment
    Wu, QingBai
    Li, MingYong
    Liu, YongZhi
    SCIENCES IN COLD AND ARID REGIONS, 2009, 1 (01): : 39 - 50
  • [2] Effect of Crushed Rock Layer Width on Natural Convection Cooling of Highway Embankment in Permafrost Regions
    Yang, Lijun
    Sun, Binxiang
    Wang, Wei
    Liu, Qi
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5, 2012, 204-208 : 1638 - 1643
  • [3] Laboratory investigation on the cooling effect of crushed-rock interlayer embankment with ventilated ducts in permafrost regions
    Dong, Yuanhong
    Lai, Yuanming
    Li, Jingbo
    Yang, Yugui
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2010, 61 (2-3) : 136 - 142
  • [4] Strengthening effect of crushed rock revetment and thermosyphons in a traditional embankment in permafrost regions under warming climate
    Mei Qi-Hang
    Chen Ji
    Wang Jin-Chang
    Hou Xin
    Zhao Jing-Yi
    Zhang Shou-Hong
    Dang Hai-Ming
    Gao Jia-Wei
    ADVANCES IN CLIMATE CHANGE RESEARCH, 2021, 12 (01) : 66 - 75
  • [5] Influence of boundary conditions on the cooling effect of crushed-rock embankment in permafrost regions of Qinghai-Tibetan Plateau
    Zhang, MY
    Lai, YM
    Gao, ZH
    Yu, WB
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2006, 44 (03) : 225 - 239
  • [6] Laboratory investigation on the cooling effect of the embankment with L-shaped thermosyphon and crushed-rock revetment in permafrost regions
    Lai, Yuanming
    Guo, Hongxin
    Dong, Yuanhong
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2009, 58 (03) : 143 - 150
  • [7] Effects of porosity of crushed-rock layer on cooling performance of crushed-rock embankment in permafrost region of the Qinghai-Tibet Plateau
    Zhao, Hongting
    Li, Xiaolin
    Wu, Xiaopeng
    He, Wenrui
    ENVIRONMENTAL EARTH SCIENCES, 2024, 83 (11)
  • [8] Cooling processes and effects of crushed rock embankment along the Qinghai-Tibet Railway in permafrost regions
    Mu, Yanhu
    Ma, Wei
    Wu, Qingbai
    Sun, Zhizhong
    Liu, Yongzhi
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2012, 78 : 107 - 114
  • [9] In situ test on cooling effectiveness of air convection embankment with crushed rock slope protection in permafrost regions
    Sun, ZZ
    Ma, W
    Li, DQ
    JOURNAL OF COLD REGIONS ENGINEERING, 2005, 19 (02) : 38 - 51
  • [10] Long-term cooling effect and deformation characteristics of a U-shaped crushed rock embankment in warm permafrost regions
    State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou
    Gansu
    730000, China
    Rock Soil Mech, 1600, 11 (3304-3310):