,Shallow-buried large-span tunnel,High-voltage pylon,Settlement control," /> Settlement Control Technology for a Shallow-Buried Large-Span Tunnel Beneath a 110 kV High-Voltage Pylon
 
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MODERN TUNNELLING TECHNOLOGY 2013, Vol. 50 Issue (6) :184-188    DOI:
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Settlement Control Technology for a Shallow-Buried Large-Span Tunnel Beneath a 110 kV High-Voltage Pylon
(Guangdong Honggao Construction Co. Ltd., Dongguan 523628)
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Abstract There were potential risks of pylon collapse and civilian injuries during the construction of the Guanyinshan tunnel beneath a 110 kV high-voltage pylon which is served as power supplying for the Yue Gang water pipeline project. In order to control surface subsidence, surface grouting, double-layer advance grouting pipes, and double-side-drift seven-step excavation were adopted during construction. In this paper, the stability of the high-voltage pylon is analyzed and a dynamic adjustment of the construction scheme is performed according to monitoring information. This tunnel was driven through under the high-voltage pylon safely and successfully, ensuring the normal water supply to Guangdong province and Hong Kong.
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Abstract: There were potential risks of pylon collapse and civilian injuries during the construction of the Guanyinshan tunnel beneath a 110 kV high-voltage pylon which is served as power supplying for the Yue Gang water pipeline project. In order to control surface subsidence, surface grouting, double-layer advance grouting pipes, and double-side-drift seven-step excavation were adopted during construction. In this paper, the stability of the high-voltage pylon is analyzed and a dynamic adjustment of the construction scheme is performed according to monitoring information. This tunnel was driven through under the high-voltage pylon safely and successfully, ensuring the normal water supply to Guangdong province and Hong Kong.
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published: 2013-04-05
Cite this article:   
.Settlement Control Technology for a Shallow-Buried Large-Span Tunnel Beneath a 110 kV High-Voltage Pylon[J]  MODERN TUNNELLING TECHNOLOGY, 2013,V50(6): 184-188
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