Application of Oppression Construction Method in Soft Soil of Deep Foundation Pit Engineering Management

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Abstract:

Taking a project of Hangzhou as the example, a new management method named oppression construction method was proposed in soft soil of deep foundation pit engineering management. This method was based on the foundation pit excavation by layer and section. Through timely supporting of foundation pit and construction information management, the foundation pit supporting exposure time and exposed to the breadth and height was decreased. Thus the excavation process to the periphery environment influence was effectively reduced. It provided beneficial reference for the future of deep foundation pit engineering construction management.

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Periodical:

Advanced Materials Research (Volumes 594-597)

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3019-3023

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Online since:

November 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] GONG Xiao-nan. Handbook for design and construction of deep excavation pits [M]. Beijing: China Architecture and Building Press, 1998.

Google Scholar

[2] GONG Xiao-nan. Studies on foundation pit engineering [J]. China Civil Engineering Journal, 2005, 38 (9):99–102.

Google Scholar

[3] Liu Ai hua, Li Hong, Luo Rong wu. etc. Application of the space-time effect theory in the soft-soil foundation construction [J]. Underground space and engineering journal, 2010, 06(3):571-576,594.

Google Scholar

[4] Xu An-jun, Li Yao-Liang. Construction control of deep pit engineering in Shanghai soft-soil areas [J]. Journal of geotechnical engineering. 2006 (28 supplement: 1395-1397.

Google Scholar

[5] Tian He wei, Zhou Yu qi, Liu Wei wei, etc. Construction Technology of Super Large and Deep Foundation Excavation in Tianjin Tower [J]. Construction technology. July 2010 (1) : 14-21.

Google Scholar