Freeze-thaw properties and long-term thermal stability of the unprotected tower foundation soils in permafrost regions along the Qinghai-Tibet Power Transmission Line
文献类型：期刊论文
| 作者 | Li, Guoyu1; Yu, Qihao1; Ma, Wei1; Chen, Zhaoyu1,2; Mu, Yanhu1; Guo, Lei1; Wang, Fei1 |
| 刊名 | COLD REGIONS SCIENCE AND TECHNOLOGY
 |
| 出版日期 | 2016 |
| 卷号 | 121页码:258-274 |
| 关键词 | Qinghai-Tibet Power Transmission line (QTPTL) Precast and cast-in-place tower foundations Permafrost degradation Thermal stability Climate warming |
| ISSN号 | 0165-232X |
| DOI | 10.1016/j.coldregions.2015.05.004 |
| 通讯作者 | Li, Guoyu(guoyuli@lzb.ac.cn) |
| 英文摘要 | Many of the unprotected tower footings along the Qinghai-Tibet Power Transmission Line (QTPTL) were buried by open excavation in thaw-unstable permafrost. Their thermal stability was of concern due to climate warming and human-induced thermal disturbances. On the basis of ground temperature measurements during the last three years, the tower foundation soils were stable during the studied period from 2011 to 2013 in spite of appreciable impacts of engineering construction of tower footings on the thermal regimes of the surrounding and underlying permafrost. The thaw front near a typical concrete footing was 0.67 m to 1.74 m deeper than that at adjacent natural, undisturbed sites in summer, and ground temperatures near such footings were lower than those at nearby natural sites in winter. This thermal enhancement (TE) effect of concrete footings lengthened the duration of freezing and thawing of the surrounding soils, deepened the permafrost table near The tower foundations, and subsequently adversely affected the thermal stability of the tower foundation soils. Numerical modeling was used for simulating the long-term thermal stability of the foundations soils and impacts of the TE effect, ice contents, mean annual ground temperature (MAGT), embedding depths of tower footings, and climate warming on ground thermal regime. Under the scenario of climate warming by 2.6 degrees C within the next 50 years, the active layer thickens and permafrost temperatures at depths rise progressively with time. The ice contents and MAGT of permafrost remarkably would affect the degradation rate of permafrost around the footings. The TE effect of the footings thickened the active layer by at least 1 m relative to natural sites 20-m away from the footings. The thaw settlement of tower foundation soils could present higher risk for the unprotected footings with a shallow (<5.8 m) embedment in warm and ice-rich permafrost soils under a warming climate. In the end, some recommendations and suggestions were made. (C) 2015 Published by Elsevier B.V. |
| 收录类别 | SCI |
| WOS关键词 | HEAT-CONDUCTION ; PILES ; CHINA ; EMBANKMENT ; BEHAVIOR ; DESIGN ; MODEL |
| WOS研究方向 | Engineering ; Geology |
| WOS类目 | Engineering, Environmental ; Engineering, Civil ; Geosciences, Multidisciplinary |
| 语种 | 英语 |
| WOS记录号 | WOS:000367111400026 |
| 出版者 | ELSEVIER SCIENCE BV |
| URI标识 | http://www.irgrid.ac.cn/handle/1471x/2557161 |
| 专题 | 寒区旱区环境与工程研究所 |
| 通讯作者 | Li, Guoyu |
| 作者单位 | 1.Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Gansu, Peoples R China 2.Peoples Govt Luxiang Town, Shanghai 201517, Peoples R China |
| 推荐引用方式 GB/T 7714 | Li, Guoyu,Yu, Qihao,Ma, Wei,et al. Freeze-thaw properties and long-term thermal stability of the unprotected tower foundation soils in permafrost regions along the Qinghai-Tibet Power Transmission Line[J]. COLD REGIONS SCIENCE AND TECHNOLOGY,2016,121:258-274. |
| APA | Li, Guoyu.,Yu, Qihao.,Ma, Wei.,Chen, Zhaoyu.,Mu, Yanhu.,...&Wang, Fei.(2016).Freeze-thaw properties and long-term thermal stability of the unprotected tower foundation soils in permafrost regions along the Qinghai-Tibet Power Transmission Line.COLD REGIONS SCIENCE AND TECHNOLOGY,121,258-274. |
| MLA | Li, Guoyu,et al."Freeze-thaw properties and long-term thermal stability of the unprotected tower foundation soils in permafrost regions along the Qinghai-Tibet Power Transmission Line".COLD REGIONS SCIENCE AND TECHNOLOGY 121(2016):258-274. |
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来源：寒区旱区环境与工程研究所
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