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MODERN TUNNELLING TECHNOLOGY 2011, Vol. 48 Issue (6) :94-98    DOI:
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Study of In-situ Monitoring of a Shallow-Buried Hydraulic Tunnel in Loose Ground
(1 Beijing Institute of Water, Beijing 100048; 2 Beijing Key Laboratory of Urban Oil and Gas Distribution Technology, China University of Petroleum, Beijing 102249)
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Abstract Settlement monitoring and measuring of the ground settlement, crown settlement, convergence, surrounding rock pressure and internal force in the lining were performed at a shallow-buried hydraulic tunnel in loose ground based on the practices used for the South-North Water Diversion Project. Analysis of the ground deformation characteristics of the tunnel was carried out, and the deformation law and coverage of the excavation are presented.
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WANG De-Yun-1
Yuan-Hong-Hu-1
Wang-Zhi-Yin-2
Zhang-Qi-Wei-1
Keywords：  Hydraulic tunnel   Shallow-buried   Loose ground   Construction monitoring   In-situ test     
Abstract： Settlement monitoring and measuring of the ground settlement, crown settlement, convergence, surrounding rock pressure and internal force in the lining were performed at a shallow-buried hydraulic tunnel in loose ground based on the practices used for the South-North Water Diversion Project. Analysis of the ground deformation characteristics of the tunnel was carried out, and the deformation law and coverage of the excavation are presented.
Keywords：  Hydraulic tunnel,   Shallow-buried,   Loose ground,   Construction monitoring,   In-situ test     
published: 2011-08-05
Cite this article:   
WANG De-Yun-1, Yuan-Hong-Hu-1, Wang-Zhi-Yin-2 etc .Study of In-situ Monitoring of a Shallow-Buried Hydraulic Tunnel in Loose Ground[J]  MODERN TUNNELLING TECHNOLOGY, 2011,V48(6): 94-98
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http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2011/V48/I6/94
　
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