Sunny-shady slope effect on the thermal and deformation stability of the highway embankment in warm permafrost regions

被引:62
作者
Chou, Yaling [1 ]
Sheng, Yu [2 ]
Li, Yuwen [3 ]
Wei, Zhenming [4 ]
Zhu, Yanpeng [1 ]
Li, Jinping [5 ]
机构
[1] Lanzhou Univ Technol, Sch Civil Engn, Lanzhou 730000, Peoples R China
[2] Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
[3] Zhejiang Univ Finance & Econ, Sch Business Adm, Hangzhou 310018, Zhejiang, Peoples R China
[4] Gansu Nonferrous Met Geol Explorat Bur, Lanzhou 730000, Peoples R China
[5] CCCC First Highway Consultants Co LTD, Xian 710068, Shaan Xi, Peoples R China
基金
中国国家自然科学基金;
关键词
Warm permafrost; Permafrost embankment; Soil mechanics; Temperature field; Sunny-shady slope; Asymmetry; Solar radiation;
D O I
10.1016/j.coldregions.2010.05.001
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The aim of this study was to investigate how the sunny-shady slope impacts on the thermal and deformation stability of the highway embankment in warm permafrost region. The investigation was done by analyzing both the observational geo-temperature and deformation data of the embankment in the experimental section K369+100 along the National Highway 214 on Qinghai-Tibet Plateau. Also, the fundamental cause of the embankment transverse asymmetrical thermal regime and asymmetrical deformation was discussed. The observation data indicates (1) for embankment in warm permafrost regions, the deformation stability is highly correlated with the thermal stability, and the embankment transverse deformation is mainly controlled by the ground temperature and its change; (2) the absorbed solar radiation difference between sunny and shady slopes results in the embankment's transverse thermal difference, which leads to asymmetrical deformation; and (3) the time of the highest settlement deformation does not coincide with that of the maximum thaw depth, which means that the development of the embankment deformation lags behind the development of embankment temperature. For the embankment with differential deformation in transverse section, the times of the highest settlement deformation on two sides of embankment are different. This difference lies in that the time of the highest settlement deformation on the sunny side is later than that on the shady side of the embankment. The differential deformation will be magnified over time, and finally the embankment stability is engulfed by the longitudinal cracks caused by asymmetric settlement of permafrost. (C) 2010 Elsevier B.V. All rights reserved.
引用
收藏
页码:78 / 86
页数:9
相关论文
共 19 条
  • [1] ANDERSLAND, 1994, INTRO FROZEN GROUND, P342
  • [2] [Anonymous], 2009, Chin J Rock Mech Eng
  • [3] CHENG G, 2003, EARTH SCI, V66, P602
  • [4] Yin-Yang Slope problem along Qinghai-Tibetan Lines and its radiation mechanism
    Chenji
    Huzeyong
    Doushun
    Qianzeyu
    [J]. COLD REGIONS SCIENCE AND TECHNOLOGY, 2006, 44 (03) : 217 - 224
  • [5] Evaluation on thermal stability of embankments with different strikes in permafrost regions
    Chou Ya-ling
    Sheng Yu
    Wei Zhen-ming
    [J]. COLD REGIONS SCIENCE AND TECHNOLOGY, 2009, 58 (03) : 151 - 157
  • [6] [冯文杰 Feng Wenjie], 2003, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V25, P567
  • [7] GUO H, 2009, COLD REGIONS SCI TEC, V31, P1137
  • [8] [胡泽勇 Hu Zeyong], 2002, [冰川冻土, Journal of Glaciology and Geocryology], V24, P121
  • [9] Adjusting temperature distribution under the south and north slopes of embankment in permafrost regions by the ripped-rock revetment
    Lai, YM
    Zhang, SJ
    Zhang, LX
    Xiao, JZ
    [J]. COLD REGIONS SCIENCE AND TECHNOLOGY, 2004, 39 (01) : 67 - 79
  • [10] Ma W, 2008, ROCK SOIL MECH, V29, P571