• 全国中文核心期刊
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WEN Zhi, YU Qi-hao, ZHANG Jian-ming, DONG Sheng-shi, MA Wei, NIU Fu-jun, ZHAO Shu-ping, YANG Zhen. Experimental study on adfreezing bond strength of interface between silt and foundation of Qinghai-Tibetan transmission line[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2262-2267.
Citation: WEN Zhi, YU Qi-hao, ZHANG Jian-ming, DONG Sheng-shi, MA Wei, NIU Fu-jun, ZHAO Shu-ping, YANG Zhen. Experimental study on adfreezing bond strength of interface between silt and foundation of Qinghai-Tibetan transmission line[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2262-2267.

Experimental study on adfreezing bond strength of interface between silt and foundation of Qinghai-Tibetan transmission line

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  • Received Date: April 27, 2013
  • Published Date: November 30, 2013
  • The adfreezing bond strength between soils and foundation surface plays an important role in general stability concerns of foundations in frozen ground. A series of laboratory direct shear tests on the adfreezing interface between silt and concrete are performed to understand the mechanical behaviors of the foundation-frozen soil interface. The results show that the temperature, moisture content and normal stress significantly affect the adfreezing strength and its bond healing. The small displacements between foundation and frozen soils may result in dramatically less loss in the adfreezing strength. The breaking of ice bond decreases the cohesion, and the increasing surface roughness results in the increase in the internal frictional angle. The increase in the adfreezing strength due to the increasing internal frictional angle is significantly smaller than the loss of the adfreezing strength resulting from the decrease in cohesion. The adfreezing bond is an important parameter to reasonably design and construct the frozen ground foundation. The temperature, moisture content and normal stress can also affect the tangential frost heave force via the influence on the adfreezing bond. However, the Chinese standard for the foundation design in frozen ground does not consider the influence of these factors, which may lead to the instability of foundation or economic loss.
  • [1]
    童长江, 管枫年. 土的冻胀与建筑物冻害防治[M]. 北京: 水利电力出版社, 1985. (TONG Chang-jiang, GUAN Feng-nian. Frost heaving and the prevention of freezing damage[M]. Beijing: China Water Power Press, 1985. (in Chinese))
    [2]
    刘鸿绪. 对切向冻胀力沿桩侧表面分布的探讨[J]. 冰川冻土, 1993, 15(2): 289-292. (LIU Hong-xu. Discussion on the distribution of tangential frost heaving forces along the lateral surface of pile[J]. Journal of Glaciology and Geocryology, 1993, 15(2): 289-292. (in Chinese))
    [3]
    NIDOWICZ B, SHUR Y. Russia and North American approaches of pile design in relation to frost action[C]// Proceeding of 7th International Permafrost Conference. Yellownife, 1998: 803-809.
    [4]
    PERAMESWARAN V R. Adfreeze strength of frozen sand to model piles[J]. Canada Geotechnique Journal, 1978, 15(4): 494-500.
    [5]
    WEAVER J S, MORGENSTERN N R. Simple shear creep tests on frozen soils[J]. Canada Geotechnique Journal, 1981, 18(2): 217-229.
    [6]
    LADANYI B, FORIERO A. Evolution of frost heaving stresses acting on a pile[C]// Proceeding of 7h International Permafrost Conference. Yellownife, 1998: 623-633.
    [7]
    JGJ118#x02014;98 冻土地区建筑地基基础设计规范[S]. 1998. (JGJ118#x02014;98 Code for design of soil and foundation of building in frozen soil region[S]. 1998. (in Chinese))
    [8]
    钱 进, 刘厚建, 俞祁浩, 等. 青藏高原冻土工程地质特征与选线原则探讨[J]. 工程地质学报, 2009, 17(4): 508-515. (QIAN Jin, LIU Hou-jian, YU Qi-hao, et al. Permafrost engineering geological characteristic and discussion of route selection in Qinghai-Tibetan Plateau. Journal of Engineering Geology, 2009, 17(4): 508-515. (in Chinese))
    [9]
    LYAZGIN A L, LYASHENKO V S, OSTROBORODOV S V, et al. Experience in the prevention of frost heave of pipe foundations of transmission towers under northern conditions[J]. Power Technology and Engineering, 2004, 38(2): 124-126.
    [10]
    姜和平, 刘兆瑞. 冻土地区#x000b1;500 kV直流输电线路地基与基础设计[J]. 内蒙古电力技术, 2006, 24(4): 1-4. (JIANG He-ping, LIU Zhao-rui. #x000b1;500 kV direct current transmission line ground and foundation design in frozen earth area[J]. Inner Mongolia Electric Power, 2006, 24(4): 1-4. (in Chinese))
    [11]
    WYMAN G E. Building transmission in subarctic Alaska[J]. Line Design, 2010(3): 104-110.
    [12]
    徐学祖, 王家澄, 张立新. 冻土物理学[M]. 北京: 科学出版社, 2001. (XU Xue-zu, WANG Jia-cheng, ZHANG Li-xin. Frozen soil physics[M]. Beijing: Science Press, 2001. (in Chinese))
    [13]
    沈乐天, 赵士达, 卢锡年, 等. 天然淡水冰单轴压缩强度及其温度和应变率效应[J]. 冰川冻土, 1990, 12(2): 141-146. (SHEN Le-tian, ZHAO Shi-da, LU Xi-nian, et al. Effects of temperature and strain rate on uniaxial compressive strength of natural fresh water ice[J]. Journal of Glaciology and Geocryology, 1990, 12(2): 141-146. (in Chinese))
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