›› 2011, Vol. 32 ›› Issue (6): 1813-1818.

• Geotechnical Engineering • Previous Articles     Next Articles

Laboratory investigation on water evaporative cooling effect in embankment with perforated ventilation pipe

ZHANG Jin-zhao1, SUN Bin-xiang2, LIU Qi1, 2, YANG Li-jun1, 2, WANG Shuang-jie1   

  1. 1. Key Laboratory of Highway Construction and Maintenance Technology for Permafrost Regions of Ministry of Communications, CCCC First Highway Consultants Co., Ltd, Xi’an 710075, China; 2. Department of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, China
  • Received:2009-08-27 Online:2011-06-10 Published:2011-06-21

Abstract: For the duct-ventilated embankment with a perforated ventilation pipe in permafrost regions, the laboratory experiment on the moisture evaporative cooling effectiveness was performed. The mechanism of moisture evaporation affecting on the cooling effect of duct-ventilated embankment was analyzed. It is shown that during the ventilating period water content in the embankment soil is directly evaporated from the soil surface bared in the small holes of the perforated pipe wall, thus to cool down the embankment soil. During warm time, convective heat transfer between the ambient air and the pipe wall may raise the embankment soil temperature, whereas evaporation heat removal from the small holes of the pipe wall can cool down the embankment. During warm time, the water evaporative cooling capability from the small holes of the pipe wall is stronger due to big unfrozen water content in the unfrozen soil, thus, as a whole, revealing the cooling effect in the perforated ventilation pipe embankment

Key words: permafrost embankment, perforated ventilation pipe, evaporation heat removal, cooling effect

CLC Number: 

  • U213.1
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[2] YANG Li-jung, SUN Bin-xiang, WANG Wei, LIU Qi, XU Xue-zu. Impact of top boundaries on cooling effect of crushed rock embankment embedded a perforated ventilation pipe [J]. , 2013, 34(10): 2945-2953.
[3] BIAN Xiao-lin , HE Ping , WU Qing-bai , SHI Ye-hui . Numerical analysis of forced convection characteristics of riprap slope embankment in Qinghai-Tibet railway [J]. , 2012, 33(S2): 377-383.
[4] SUN Bin-xiang , YANG Li-jun , WANG Wei , ZHANG Jin-zhao , WANG Shuang-jie. Convective heat transfer and evaporative heat removal in embankment with perforated ventilation pipe [J]. , 2012, 33(3): 674-680.
[5] YANG Li-jun , SUN Bin-xiang , LIU Qi , WANG Shuang-jie , ZHANG Jin-zhao. Experimental investigation on cooling capability of open crushed rock embankment enhanced by perforated ventilation pipe [J]. , 2012, 33(2): 407-414.
[6] MU Yan-hu,MA Wei,SUN Zhi-zhong,LIU Yong-zhi. Comparative analysis of cooling effect of crushed rock embankment along the Qinghai-Tibet Railway [J]. , 2010, 31(S1): 284-292.
[7] WU Zhi-jian , MA Wei , SHENG Yu , NIU Fu-jun , SUN Zhi-zhong, . Cooling effectiveness analysis of the vent-pipe, cast-detritus and heat preservation material on protecting embankment in permafrost regions [J]. , 2005, 26(8): 1288-1293.
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