globalchange  > 气候变化与战略
CSCD记录号: CSCD:5230583
论文题名:
青藏高等级公路斜插式热棒路基降温效果数值分析
其他题名: Numerical Analysis on Cooling Effect of Inclined Thermosyphon Embankment of Qinghai-Tibet High-grade Road
作者: 张坤1; 房建宏2; 毛云程1; 穆彦虎3
刊名: 防灾减灾工程学报
ISSN: 1672-2132
出版年: 2014
卷: 34, 期:4
语种: 中文
中文关键词: 斜插式热棒路基 ; 斜插式热棒-XPS复合路基 ; 多年冻土 ; 降温效果
英文关键词: inclined thermosyphon embankment ; inclined thermosyphon-XPS composite embankment ; permafrost ; cooling effect
WOS学科分类: TRANSPORTATION
WOS研究方向: Transportation
中文摘要: 以青海共和至玉树高等级公路中的实际设计断面为模型,通过数值模拟研究斜插式热棒路基和斜插式热棒-XPS复合路基的降温效果。结果表明,在气候变暖背景下,两种路基在一定时期内可以降低其下部多年冻土温度,提高路基下冻土上限,但随着气温逐渐升高,两种路基反压护道下多年冻土中有融化核出现,并且斜插式热棒路基下多年冻土中及斜插式热棒-XPS复合路基填土中有融化核出现;增加XPS保温板,在一定时期内可以提升斜插式热棒路基的降温能力,使斜插式热棒-XPS复合路基降温效果优于斜插式热棒路基,且前者冻土上限始终高于后者,但对于增强其长期降温的效果并不显著。
英文摘要: Based on the model of the designed sections of Gonghe-Yushu high-grade road, the cooling effect of the inclined thermosyphon embankment and the inclined thermosyphon-XPS insulated board embankment were analyzed by numerical simulation. The results show that both of the two embankments could cool down the permafrost temperature and raise the permafrost tables in the specified period under the background of global warming. However, with the air temperature rising, the melt bubbles would appear in the permafrost under the loading berms of the two embankments, the inclined thermosyphon embankment, and in the filling of the inclined thermosyphon-XPS insulated board embankment. Increase of the XPS insulated board could enhance the cooling ability of the inclined thermosyphon embankment in a given period, and make the cooling effect of the inclined thermosyphon-XPS insulated board embankment better than that of the inclined thermosyphon embankment. The permafrost table of the former is higher than that of the latter, but the long-term cooling effect of the inclined thermosyphon embankment is not remarkable for the XPS insulated board.
资源类型: 期刊论文
标识符: http://119.78.100.158/handle/2HF3EXSE/147704
Appears in Collections:气候变化与战略

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作者单位: 1.甘肃省交通科学研究院有限公司, 兰州, 甘肃 730050, 中国
2.青海省交通科学研究所, 西宁, 青海 810008, 中国
3.中国科学院寒区旱区环境与工程研究所, 冻土工程国家重点实验室, 兰州, 甘肃 730000, 中国

Recommended Citation:
张坤,房建宏,毛云程,等. 青藏高等级公路斜插式热棒路基降温效果数值分析[J]. 防灾减灾工程学报,2014-01-01,34(4)
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