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. |
[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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