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MODERN TUNNELLING TECHNOLOGY 2011, Vol. 48 Issue (5) :7-11    DOI:
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Investigation and Statistical Analysis of Water Leakage in Highway Tunnels in Guizhou Province
(1 Guizhou Transportation Planning Survey and Design Academe, Guiyang  550001;
2 Civil Engineering Center of Ministry of Education Information Technology, Shanghai  200092;
3 Department of Geotechnical Engineering of Tongji University, Shanghai  200092 )
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Abstract This paper summarizes the characteristics of water leakage in single and multiple-arch tunnels in terms of leakage form, state and location based on the investigation of 46 tunnels on the Chong-zun, Qing-zhen, and Zhen-sheng highways in Guizhou province. It was concluded that water leakage occurred in single tunnels with the percentage of 84% for seepage, 91% for linear leakage and 61% for leakage at side walls. For multiple-arch tunnels, 96% water leakage is of oozing, 94% for linear leakage and 80% for that at CRD. Based on the site survey of leakage, the main causes for water leakage are analyzed in detail.
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CHEN Jian-Lei-1
Liu-Xue-Zeng-2
Zhang-Wen-Zheng-3
Zhang-Jia-Cheng-1
Keywords Road tunnel   Water leakage   Site survey     
Abstract: This paper summarizes the characteristics of water leakage in single and multiple-arch tunnels in terms of leakage form, state and location based on the investigation of 46 tunnels on the Chong-zun, Qing-zhen, and Zhen-sheng highways in Guizhou province. It was concluded that water leakage occurred in single tunnels with the percentage of 84% for seepage, 91% for linear leakage and 61% for leakage at side walls. For multiple-arch tunnels, 96% water leakage is of oozing, 94% for linear leakage and 80% for that at CRD. Based on the site survey of leakage, the main causes for water leakage are analyzed in detail.
Keywords Road tunnel,   Water leakage,   Site survey     
published: 2011-03-22
Cite this article:   
CHEN Jian-Lei-1, Liu-Xue-Zeng-2, Zhang-Wen-Zheng-3 etc .Investigation and Statistical Analysis of Water Leakage in Highway Tunnels in Guizhou Province[J]  MODERN TUNNELLING TECHNOLOGY, 2011,V48(5): 7-11
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