纸质出版:2014
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[1]张坤,房建宏,毛云程,穆彦虎.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,2014,34(04):401-406+414.
张坤, 房建宏, 毛云程, et al. Numerical Analysis on Cooling Effect of Inclined Thermosyphon Embankment of Qinghai-Tibet High-grade Road[J]. 2014, 34(4): 401-406+414.
[1]张坤,房建宏,毛云程,穆彦虎.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,2014,34(04):401-406+414. DOI: 10.13409/j.cnki.jdpme.2014.04.021.
张坤, 房建宏, 毛云程, et al. Numerical Analysis on Cooling Effect of Inclined Thermosyphon Embankment of Qinghai-Tibet High-grade Road[J]. 2014, 34(4): 401-406+414. DOI: 10.13409/j.cnki.jdpme.2014.04.021.
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。
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.
青藏铁路保温板热棒复合结构路基保护冻土效果数值分析 [J]. 温智,盛煜,马巍,吴基春. 兰州大学学报 . 2006(03)
青藏铁路多年冻土区热棒路基温度场三维非线性分析 [J]. 盛煜,温智,马巍,吴基春. 铁道学报 . 2006(01)
青藏铁路可调控通风管路基温度场的三维非线性分析 [J]. 李国玉,李宁,全晓娟,杨黎明. 冰川冻土 . 2005(01)
Ground-temperature controlling effects of duct-ventilated railway embankment in permafrost regions [J]. NIU Fujun, CHENG Guodong & YU QihaoState Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences, Lanzhou 730000, China. Science in China(Series D:Earth Sciences) . 2004(S1)
冻土路基表面的融化指数与冻结指数 [J]. 程国栋,江灏,王可丽,吴青柏. 冰川冻土 . 2003(06)
热棒在青藏高原风火山地区的实测效果分析 [J]. 李永强,韩龙武,崔珑,贾海锋. 岩石力学与工程学报 . 2003(S2)
遮阳棚在寒区道路工程中的应用研究 [J]. 冯文杰,马巍,张鲁新,吴志坚. 岩土工程学报 . 2003(05)
热棒技术加强高原冻土区路基热稳定性的应用研究 [J]. 潘卫东,赵肃菖,徐伟泽,余绍水,马卫东. 冰川冻土 . 2003(04)
用冷却路基的方法修建青藏铁路 [J]. 程国栋. 中国铁道科学 . 2003(03)
高原冻土区不同下垫面的附面层研究 [J]. 朱林楠. 冰川冻土 . 1988(01)
计算流体动力学分析[M]. 清华大学出版社 , 王福军编著, 2004
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