Main Problems and Solutions on Design and Construction of Qinghai-Tibet DC Transmission Project in Permafrost Region

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The Qinghai-Tibet direct-current transmission project crosses the high-altitude permafrost region of the Qinghai-Tibet plateau. The permafrost foundation is characterized by being poor in thermal stability, rich in underground ice, very sensitive to climate warming, and strong in water-thermal activity. The foundation of the transmit electricity engineering therefore faces great challenges including tower foundation type selection and design, permafrost protection in the process of foundation construction and long-term stability. Based on an analysis of the geological engineering conditions and principal geological engineering problems of the project, a study is carried out on the design and construction problems of the transmission tower foundations in the permafrost region, the systematic analysis is also made regarding the main solutions to these problems with consideration of tower foundations long-term stability. This study will provide a theoretical basis and technical guide for design and construction of transmission lines in the permafrost region, and a reference for construction of transmission line projects in similar regions in China or even in the world.

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515-523

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[2] Ma Wei, Liu Duan, Wu Qingbai. Monitoring and Analysis of Embankment Deformation in Permafrost Regions of Qinghai-Tibet Railway. Rock and Soil Mechanics, Vol. 29-3 (2008), pp.572-579, in Chinese.

Google Scholar

[3] Wu Qingbai, Liu Yongzhi, Tong Changjiang, Zhang Jianmin, et. al. Research on Highway Engineering Geology in Plateau Region with Permafrost. Highway, Vol. 2 (2000), pp.1-4, in Chinese.

Google Scholar

[4] Huo Ming, Chen Jianbing, Zhu Dongpeng, Zhang Jinzhao. Study of Early Warning on Roadbed Diseases of Qinghai-Tibet highway in Permafrost Regions. Rock and Soil Mechanics, Vol. 31-1 (2010), pp.331-336, in Chinese.

Google Scholar

[5] Cheng Guodong, Zhao Lin. Problems Associated With Permafrost In The Development of the Qinghai-Xizang Plateau. Quaternary Sciences, Vol. 20-6 (2000), pp.521-531, in Chinese.

Google Scholar

[6] Lyazgin A. L., Lyashenko V. S., Ostroborodov S. V., Ol'shanskii V. G., et. al. Experience in the prevention of frost heave of pipe foundations of transmission towers under northern conditions. Power Technology and Engineering, Vol. 38-2 (2004).

DOI: 10.1023/b:hyco.0000036365.64731.4c

Google Scholar

[7] I. Guryanov. Installation problems involving foundations of tower head frames on permafrost. Soil Mechanics and Foundation Engineering, , Vol. 33-2 (1996), pp.75-79.

DOI: 10.1007/bf02354298

Google Scholar

[8] Ma Wei, Liu Duan, Wu Qingbai. Monitoring and Analysis of Embankment Deformation in Permafrost Regions of Qinghai-Tibet Railway. Rock and Soil Mechanics, Vol. 29-3 (2008), pp.571-579, in Chinese.

Google Scholar

[9] Ma Hui, Liu Jiankun, Zhang Mi, Guo Dahua. Frozen Soil Problems in Qinghai-Tibet Railway Construction and Engineering Measures. China Civil Engineering Journal, Vol. 39-12 (2006), pp.85-92, in Chinese.

Google Scholar

[10] Zhang Mingyi, Lai Yuanming, Liu Zhiqiang, Gao Zhihua. Temperature Characteristic Nonlinear Analysis for New-Type Embankment Structures for Qinghai-Tibetan Railway under Climatic Warming. China Civil Engineering Journal, Vol. 39-12 (2006).

Google Scholar

[11] Wang Shuangjie, Huo Ming, Zhou Wenjin. Subgrade Failure of Qinghai-Tibet Highway in Permafrost Area. Highway, Vol. 4 (2002), pp.22-26, in Chinese.

Google Scholar

[12] Liu Yongzhi, Wu Qingbai, Zhang Jianming, et al. Deformation of Highway Roadbed in Permafrost Regions of the Tibetan Plateau. Journal of Glaciology and Geocryology, Vol. 24-1 (2002), pp.10-15, in Chinese.

Google Scholar

[13] Zhu Yongkun, Wang Baocheng. Cause Analysis to Foundation Freeze Damage of Transmission Power Line Towers in Severe Cold District and its Prevention Measure. Inner Mongolia Electric Power, Vol. 29-6 (2011), pp.91-93, in Chinese.

Google Scholar

[14] Jiang Heping, Liu Zhaorui. ±500 kV Direct Current Transmission Line Ground and Foundation-Design in Frozen Earth Area. Inner Mongolia Electric Power, Vol. 24-4 (2006), pp.1-4, in Chinese.

Google Scholar

[15] Qu Guangzhou, Zhang Jianming, Cheng Dongxing. Experimental study of direct shear creep properties of frozen silty clay on Qinghai-Tibetan Plateau. Rock and Soil Mechanics, Vol. 32-1 (2011), pp.95-98, in Chinese.

Google Scholar

[16] Guan Shunqing, Wu Tong. Test Study of Foundation in High Altitude Permafrost Area. Engineering Journal of Wuhan University, Vol. 8-43 (2010), pp.195-198, in Chinese.

Google Scholar

[17] Liu Houjian, Fan Chongbin; Liu Zhiwei Cheng Dongxing. The Route, Site and Foundation's Select in Frozen Ground Region of Qinghai-Tibet Direct Current Transmission Line. Electric Power Survey & Design, Vol. 2 (2008), pp.12-16, in Chinese.

Google Scholar

[18] Cheng Dongxing, Zhang Jianming, Liu houjian, et al. The Influence Factor Analysis for Site Select of Transmission Line in Frozen Earth Area. Journal of Engineering Geology, Vol. 17-3 (2009), pp.329-334, in Chinese.

Google Scholar

[19] Qian Jin, Liu Houjiang, Yu Qihao, et al. Permafrost Engineering Geological Characteristic and Discussion of Route Selection in Qinghai-Tibet Plateau. Journal of Engineering Geology, Vol. 17-4 (2009), pp.508-515, in Chinese.

Google Scholar

[20] Liu Ge, Zhang Jinzhao, Fu Jin. Application of the Thermal Pipes in dealing with Subgrade Disease at Heat Permafrost Zone. Subgrade Engineering, Vol. 132 (2007), pp.153-154, in Chinese.

Google Scholar

[21] Yuanming Lai, Hongxin Guo, Yuanhong Dong. Laboratory investigation on the cooling effect of the embankment with L-shaped thermosyphon and crushed-rock revetment in permafrost regions Original Research Article. Cold Regions Science and Technology, Vol. 58(3) (2009).

DOI: 10.1016/j.coldregions.2009.05.002

Google Scholar