Freeze–thaw properties and long-term thermal stability of the unprotected tower foundation soils in permafrost regions along the Qinghai–Tibet Power Transmission Line
暂无分享,去创建一个
Fei Wang | Guoyu Li | Wei Ma | Yanhu Mu | Qihao Yu | Guo-yu Li | Qihao Yu | W. Ma | Y. Mu | Lei Guo | Lei Guo | Zhaoyu Chen | Fei Wang | Zhaoyu Chen
[1] Hugh M. French,et al. The Periglacial Environment , 1977 .
[2] Qihao Yu,et al. Impacts of Permafrost Mean Annual Ground Temperature and Ice Content on Thermal Regime of Pile Foundation of Qinghai-Tibet Power Transmission Line , 2012 .
[3] Zhi Wen,et al. Design and research of high voltage transmission lines on the Qinghai–Tibet Plateau—A Special Issue on the Permafrost Power Lines , 2016 .
[4] Qihao Yu,et al. Displacements of tower foundations in permafrost regions along the Qinghai–Tibet Power Transmission Line , 2016 .
[5] Lei Guo,et al. Analysis of tower foundation stability along the Qinghai–Tibet Power Transmission Line and impact of the route on the permafrost , 2016 .
[6] N. Morgenstern,et al. The behaviour of friction piles in ice and ice-rich soils , 1980 .
[7] Antonio Fasano,et al. Numerical solution of phase-change problems , 1973 .
[8] B. Ladanyi,et al. The use of fractional exponential creep kernels for long-term behavior of laterally loaded piles in permafrost , 1992 .
[9] Richard Fortier,et al. Impacts of permafrost degradation on a road embankment at Umiujaq in Nunavik (Quebec), Canada , 2011 .
[10] Hugh M. French,et al. Climate controls and high‐altitude permafrost, qinghai‐xizang (tibet) Plateau, China , 1994 .
[11] Wei Ma,et al. Thermal performance of a combined cooling method of thermosyphons and insulation boards for tower foundation soils along the Qinghai–Tibet Power Transmission Line , 2016 .
[12] Yang Wen-zhi. Loading Test of the Assembly Foundation in Frozen Soil of the Qinghai-Tibet AC and DC Interconnection Project , 2012 .
[13] L. W. Gold,et al. Transfer of Heaving Forces by Adfreezing to Columns and Foundation Walls in Frost-Susceptible Soils , 1971 .
[14] Xiaoli Chang,et al. Zonation and assessment of frozen-ground conditions for engineering geology along the China–Russia crude oil pipeline route from Mo'he to Daqing, Northeastern China , 2010 .
[15] G. Naterer,et al. Heat conduction with seasonal freezing and thawing in an active layer near a tower foundation , 2009 .
[16] N. R. Morgenstern,et al. Pile design in permafrost , 1981 .
[17] G. P. Pustovoit,et al. Leveling of Pile Foundations Supporting Electric Transmission Lines by Temperature Control of Bed Soils , 2004 .
[18] Jiayi Zhang,et al. Experimental study on settlement of model piles in frozen soil under dynamic loading , 1999 .
[19] Zhang Hu. Model tests on initial freezing process of column foundation on slope in permafrost regions , 2013 .
[20] Shao-yong Wang,et al. Changes in permafrost environments along the Qinghai–Tibet engineering corridor induced by anthropogenic activities and climate warming , 2008 .
[21] Fujun Niu,et al. Three-dimensional nonlinear analysis for temperature characteristic of ventilated embankment in permafrost regions , 2004 .
[22] S. Smith,et al. Sensitivity of permafrost to climate warming in Canada , 2004 .
[23] Liu Yongzhi,et al. Interaction study of permafrost and highway along Qinghai-Xizang Highway , 2003 .
[24] Like Ning,et al. The temperature features for different ventilated-duct embankments with adjustable shutters in the Qinghai-Tibet railway , 2006 .
[25] Yu Qiha. ANALYSIS OF HEAT TRANSFER CHARACTERISTICS OF FROZEN SOIL FOUNDATION IN QINGHAI—TIBET DC TRANSMISSION LINE PROJECT , 2013 .
[26] J. F. Nixon,et al. A design approach for pile foundations in permafrost , 1976 .
[27] Yu Sheng,et al. Forecasting the oil temperatures along the proposed China–Russia Crude Oil Pipeline using quasi 3-D transient heat conduction model , 2010 .
[28] Qihao Yu,et al. Cooling effects of thermosyphons in tower foundation soils in permafrost regions along the Qinghai–Tibet Power Transmission Line from Golmud, Qinghai Province to Lhasa, Tibet Autonomous Region, China , 2016 .
[29] Gregory E. Wyman. Transmission Line Construction in Sub-Arctic Alaska Case Study: Golden Valley Electric Association's 230kV Northern Intertie , 2009 .
[30] Tong Rui-ming. Compressive Performance Test of Precast Concrete Assembly Foundation for Qinghai-Tibet AC/DC Grid Interconnection Project , 2011 .
[31] Daniel C. Fortier,et al. Degradation of permafrost beneath a road embankment enhanced by heat advected in , 2012 .
[32] S. Feng,et al. Evidence for the Daxiawan as a hot spot in the Earth , 1999 .
[33] Chen Zhao-y. Impact of molding temperature and hydration heat of concrete on thermal properties of pile foundation in permafrost regions along the Qinghai-Tibet DC Transmission Line , 2014 .
[34] Qihao Yu,et al. Stress and deformation characteristics of transmission tower foundations in permafrost regions along the Qinghai–Tibet Power Transmission Line , 2016 .
[35] K. P. Shevtsov,et al. Experience in 110 – 500 KV overhead transmission line construction and renovation projects in the Northern Regions of Western Siberia , 2012 .