Impact of top boundaries on cooling effect of crushed rock embankment embedded a perforated ventilation pipe
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Impact of top boundaries on cooling effect of crushed rock embankment embedded a perforated ventilation pipe
Vol. 34, Issue 10, (2013)
作者机构:
绍兴文理学院 土木工程系,浙江,绍兴,312000
作者简介:
基金信息:
DOI:
CLC:U216.1+2
Online First:18 October 2013,
Published:2013
稿件说明:
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YANG Li-jung, SUN Bin-xiang, WANG Wei, et al. Impact of top boundaries on cooling effect of crushed rock embankment embedded a perforated ventilation pipe[J]. 2013, 34(10).
DOI:
YANG Li-jung, SUN Bin-xiang, WANG Wei, et al. Impact of top boundaries on cooling effect of crushed rock embankment embedded a perforated ventilation pipe[J]. 2013, 34(10).DOI:
Impact of top boundaries on cooling effect of crushed rock embankment embedded a perforated ventilation pipe
Crushed rock embankments embedded a perforated ventilation pipe are employed in the expressway construction of the Qinghai-Tibet Plateau. Laboratory experiments for the cooling effect in crushed rock embankment samples with air-open/air-tight surfaces embedded a perforated ventilation pipe are performed. Impacts of air-open/air-tight top boundaries on the cooling effect in crushed rock embankment embedded a perforated ventilation pipe are analyzed. The analysis shows that the air-open/air-tight crushed rock embankments embedded a perforated ventilation pipe can enhance the cooling capability of the embankment base due to forced convective heat transfer of the pore air motion in the crushed rock region near the ventilation pipe forming a pore air circulation in conjunction with the ambient air by the small holes of ventilation pipe wall
and the natural convective cooling effect due to pore air circulation may occur in the upper region of the crushed rock embankment during the negative air temperature ventilating period. Hence
the cooling effect in the air-tight crushed rock embankment embedded a perforated ventilation pipe is significant due to ventilating during the negative air temperature fluctuation period.
Experimental investigation on cooling capability of open crushed rock embankment enhanced by perforated ventilation pipe
Numerical analysis of forced convection characteristics of riprap slope embankment in Qinghai-Tibet railway
Convective heat transfer and evaporative heat removal in embankment with perforated ventilation pipe
Laboratory investigation on water evaporative cooling effect in embankment with perforated ventilation pipe
Mechanism of water infiltration affecting ground ice melting in the silty clay layers of the Dema Expressway in the eastern Qinghai-Xizang Plateau
Related Author
ZHANG Jin-zhao
WANG Shuang-jie
LIU Qi
SUN Bin-xiang
YANG Li-jun
SHI Ye-hui
WU Qing-bai
HE Ping
Related Institution
Key Laboratory of Highway Construction and Maintenance Technology for Permafrost Regions, Ministry of Communications, CCCC First Highway Consultants Co., Ltd.
Department of Environmental Science and Engineering, Tsinghua University
Tunnel and Underground Engineering Research Center of Ministry of Education, Beijing Jiaotong University
Key Laboratory of Highway Construction and Maintenance Technology for Permafrost Regions of Ministry of Communications, CCCC First Highway Consultants Co., Ltd