首页 | 官方网站   微博 | 高级检索  
     

透壁通风管路堤降温效应的室内试验研究
引用本文:刘琦,孙斌祥,徐学祖,汪双杰,章金钊.透壁通风管路堤降温效应的室内试验研究[J].岩土工程学报,2006,28(9):1153-1158.
作者姓名:刘琦  孙斌祥  徐学祖  汪双杰  章金钊
作者单位:绍兴文理学院土木工程系;中交第一公路勘察设计研究院;中交第一公路勘察设计研究院 浙江绍兴312000;浙江绍兴312000;陕西西安710068;
基金项目:国家自然科学基金;国家西部交通建设科技项目;绍兴文理学院校科研和教改项目
摘    要:介绍了研究透壁通风管路堤降温效果的室内试验方法,对100cm×60cm×100cm尺寸的不同通风管路堤试样进行了实验研究。结果表明,采用透壁通风管能明显增强路堤的降温效果,而只在负温期间通风的透壁通风管路堤降温效果更为显着,路堤在通风管进风口附近的温度变化幅度以及负温区域的范围都明显大于通风管出风口处,形成了路基温度场沿着风向的不对称分布。

关 键 词:多年冻土  通风管路堤  降温效果  自然采风口  透壁通风管  
文章编号:1000-4548(2006)09-1153-06
收稿时间:2005-07-06
修稿时间:2005-07-06

Investigation of laboratory tests on cooling effect of embankments with perforated ventilation pipes
LIU Qi,SUN Bin-xiang,XU Xue-zu,WANG Shuang-jie,ZHANG Jin-zhao.Investigation of laboratory tests on cooling effect of embankments with perforated ventilation pipes[J].Chinese Journal of Geotechnical Engineering,2006,28(9):1153-1158.
Authors:LIU Qi  SUN Bin-xiang  XU Xue-zu  WANG Shuang-jie  ZHANG Jin-zhao
Affiliation:1.Department of Civil Engineering Shaoxing College of Arts and Sciences Shaoxing 312000 China 2.The First Highway Survey Design Institute Ministry of Communications Xi’an 710068 China
Abstract:A technique of laboratory tests for the cooling mechanism in embankments with perforated ventilation pipes was introduced.Various ventilated-embankment samples with dimensions of 100 cm×60 cm×100 cm under cyclically fluctuating upper-surface temperature were studied experimentally.It was shown that the ventilated embankment with perforated ventilation pipe could enhance the cooling effectiveness of the embankment base.The cooling of perforated ventilation pipe embankment was effective only under negative temperature.Temperature change amplitudes and distribution ranges of negative temperature in the vicinity of air inlet of ventilation pipe were larger than those in the vicinity of air outlet of ventilation pipe.This was a direct consequence of unsymmetrical temperature distribution along a wind direction parallel to the ventilation pipes.
Keywords:permafrost  ventilation pipe embankment  cooling effect  self-windward vent  perforated ventilation pipe
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《岩土工程学报》浏览原始摘要信息
点击此处可从《岩土工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号