Analysis of Construction Risk Control Project for Shaft Close to Current Iron Tower

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Abstract:

Though engineering compares and numerical analysis, the analysis of construction risk control project for shaft close to current iron tower is carried on, which relies on the engineering of electric cable sending-out of 110kv transformer substation in XiGuan Intersections, the city of LanZhou (the section of underground excavation in the west of LeiTan river).The result shows that the method of isolated steel pipe and grouting technique applied for stratum consolidation can effectively control the iron tower’s deformation and decrease the construction risk.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

2264-2267

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Online since:

October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Yang BenWei, Grouting reinforcement technique on Sandy pebble watery stratum, Engineering Science, 2010 (12):56-57.

Google Scholar

[2] Wu Jiangwei, Test and research on pore-forming techniques on ductule large particle sandy cobble stratum, Architecture Technology, 2009 40(11):1018-1020.

Google Scholar

[3] Zhai JieQun, Jia Jian, Xie XiaoLin, Practice of Partition Wall in the Building Protection Projects near Deep Excavation, Chinese Journal of Underground Space and Engineering, 2010, 6(1).

Google Scholar

[4] Foundation Design Standard of Building Ground GB50007-2002. In Chinese.

Google Scholar

[5] Xia AnLin, Construction of a deep shaft in soft ground, Modern Tunnelling Technology, 2005, 4.

Google Scholar