Frost Jacking Characteristics of Transmission Tower Pile Foundations with and without Thermosyphons in Permafrost Regions of Qinghai-Tibet Plateau

被引:17
|
作者
Zhou, Yalong [1 ]
Wang, Xu [1 ]
Niu, Fujun [2 ]
He, Fei [1 ]
Guo, Chunxiang [1 ]
Liu, Deren [1 ]
Jiang, Daijun [1 ]
机构
[1] Lanzhou Jiaotong Univ, Sch Civil Engn, Lanzhou 730070, Gansu, Peoples R China
[2] Chinese Acad Sci, Northwest Inst Ecoenvironm & Resources, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
基金
中国国家自然科学基金;
关键词
Permafrost; Transmission tower pile foundation; Thermosyphons; Cooling effect; Frost jacking; 2-PHASE CLOSED THERMOSIPHON; EMBANKMENT; INSULATION; PROVINCE; SOILS;
D O I
10.1061/(ASCE)CR.1943-5495.0000246
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Frost jacking of electricity transmission tower (ETT) pile foundations in permafrost regions of the Qinghai-Tibet Plateau is becoming increasingly serious. This study investigated the effects of thermosyphons on the frost jacking characteristics of such pile foundations. Field tests of pile foundations with and without thermosyphons were carried out in the Wonkhu-Budongquan section of the Qinghai-Tibet Plateau. A three-dimensional finite-element model was established to analyze the effectiveness of thermosyphons, ground temperature distributions, and jacking displacements and force characteristics of ETT pile foundations. The results showed that the power of thermosyphons decreases yearly within 30 years. The thermosyphons can effectively increase the cold reserves of the permafrost and reduce the soil temperature; the soil temperature around the pile and the depth of thaw is the lowest in the fifth year, and this will increase the top of permafrost by 48 cm in the thirtieth year. Thermosyphons can effectively increase the adfreezing force of the pile side below the active layer and reduce the frost jacking displacement, thus alleviating frost jacking damage to ETT pile foundations.
引用
收藏
页数:12
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