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Refreezing of cast-in-place piles under various engineering conditions 被引量:9
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作者 Lei Guo QiHao Yu +2 位作者 XiaoNing Li XinBin Wang YongYu Yue 《Research in Cold and Arid Regions》 CSCD 2015年第4期376-383,共8页
In the construction of the Qinghai-Tibet Power Transmission Line (QTPTL), cast-in-place piles (CIPPs) are widely applied in areas with unfavorable geological conditions. The thermal regime around piles in permafro... In the construction of the Qinghai-Tibet Power Transmission Line (QTPTL), cast-in-place piles (CIPPs) are widely applied in areas with unfavorable geological conditions. The thermal regime around piles in permafrost regions greatly affects the stability of the towers as well as the operation of the QTPTL. The casting of piles will markedly affect the thermal regime of the surrounding permafrost because of the casting temperature and the hydration heat of cement. Based on the typical geological and engineering conditions along the QTPTL, thermal disturbance ofa CIPP to surrounding permafrost under different casting seasons, pile depths, and casting temperatures were simulated. The results show that the casting season (summer versus winter) can influence the refreezing process of CIPPs, within the first 6 m of pile depth. Sixty days after being cast, CIPPs greater than 6 m in depth can be frozen regardless of which season they were cast, and the foundation could be reffozen after a cold season. Comparing the refreezing characteristics of CIPPs cast in different seasons also showed that, without considering the ground surface conditions, warm seasons are more suitable for casting piles. With the increase of pile depth, the thermal effect of a CIPP on the surrounding soil mainly expands vertically, while the lateral heat disturbance changes little. Deeper, longer CIPPs have better stability. The casting temperature clearly affects the thermal disturbance, and the radius of the melting circle increases with rising casting temperature. The optimal casting temperature is between 2 ℃ and 9 ℃. 展开更多
关键词 cast-in-place pile hydration heat refreezing engineering factor PERMAFROST
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Physical and optical characteristics of sea ice in the Pacific Arctic Sector during the summer of 2018 被引量:3
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作者 Xiaowei Cao Peng Lu +2 位作者 Ruibo Lei Qingkai Wang Zhijun Li 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2020年第9期25-37,共13页
The reduction in Arctic sea ice in summer has been reported to have a significant impact on the global climate.In this study,Arctic sea ice/snow at the end of the melting season in 2018 was investigated during CHINARE... The reduction in Arctic sea ice in summer has been reported to have a significant impact on the global climate.In this study,Arctic sea ice/snow at the end of the melting season in 2018 was investigated during CHINARE-2018,in terms of its temperature,salinity,density and textural structure,the snow density,water content and albedo,as well as morphology and albedo of the refreezing melt pond.The interior melting of sea ice caused a strong stratification of temperature,salinity and density.The temperature of sea ice ranged from–0.8℃ to 0℃,and exhibited linear cooling with depth.The average salinity and density of sea ice were approximately 1.3 psu and 825 kg/m3,respectively,and increased slightly with depth.The first-year sea ice was dominated by columnar grained ice.Snow cover over all the investigated floes was in the melt phase,and the average water content and density were 0.74%and 241 kg/m3,respectively.The thickness of the thin ice lid ranged from 2.2 cm to 7.0 cm,and the depth of the pond ranged from 1.8 cm to 26.8 cm.The integrated albedo of the refreezing melt pond was in the range of 0.28–0.57.Because of the thin ice lid,the albedo of the melt pond improved to twice as high as that of the mature melt pond.These results provide a reference for the current state of Arctic sea ice and the mechanism of its reduction. 展开更多
关键词 sea ice snow refreezing melt pond physical properties ALBEDO
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青藏铁路多年冻土区钻孔桩基础个别问题探讨及设计对策(英文) 被引量:1
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作者 高翰青 《冰川冻土》 CSCD 北大核心 2004年第S1期194-196,共3页
Part of soil around cast-in-place pile will thaw because the heat of hydration produced by concrete during construction. In this paper soil upfreezing action to pile during refreezing process is analyzed, and the meas... Part of soil around cast-in-place pile will thaw because the heat of hydration produced by concrete during construction. In this paper soil upfreezing action to pile during refreezing process is analyzed, and the measures to the action are put forward. Furthermore, soil frictional forces to pile due to the thawing of part of soil around pile and the slowness of refreezing after construction is discussed and a rational method is suggested. 展开更多
关键词 CAST-IN-PLACE PILE refreezing of soil upfreezing action DRILL frictional PILE
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THE ENDOTHERMIC MODEL OF PERCOLATION ZONE OF A GLACIER AND FINDING THE ANALYSIS SOLUTION IN MOVING COORDINATE
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作者 蔡保林 王旭 《Chinese Science Bulletin》 SCIE EI CAS 1990年第3期223-226,共4页
Ⅰ. INTRODUCTIONIn the research of glaciology a glacier is divided into dry-snow, percolation, superimposedice and ablation zones according tothe water-thermal regime of the active layer of a glacier. Among them the p... Ⅰ. INTRODUCTIONIn the research of glaciology a glacier is divided into dry-snow, percolation, superimposedice and ablation zones according tothe water-thermal regime of the active layer of a glacier. Among them the percolation zone is a zone where exchange, of energy and matter between en- 展开更多
关键词 PERCOLATION ZONE refreeze temperature.
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