THE ANALYSIS OF THE DESIGN AND CONSTRUCTION SECURITY OF DEEP FOUNDATION IN PURUI TUNNEL OPEN-CUT SEGMENT

Yang Ping

doi:10.13204/j.gyjz201309019

Volume 43 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(9): 101-105,119

CHEN Tianlei, NIU Mengshi, XIE Sa. “FATTING PILE EFFECT” AND CHANGE LAWS OF COLLAPSIBLE COEFFICIENTS COMPACTED WITH SDS PILES IN SELF-WEIGHT COLLAPSE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 6-10. doi: 10.13204/j.gyjz202006002

Citation:

Yang Ping. THE ANALYSIS OF THE DESIGN AND CONSTRUCTION SECURITY OF DEEP FOUNDATION IN PURUI TUNNEL OPEN-CUT SEGMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 101-105,119. doi: 10.13204/j.gyjz201309019

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THE ANALYSIS OF THE DESIGN AND CONSTRUCTION SECURITY OF DEEP FOUNDATION IN PURUI TUNNEL OPEN-CUT SEGMENT

doi: 10.13204/j.gyjz201309019

Yang Ping

1.
Department of Civil Engineering,Hunan Technical College of Engineering,Changsha 410151,China

Received Date: 2013-05-10
Publish Date: 2013-09-20

Abstract

Abstract

The K7 + 914 － K7 + 984 segment of deep foundation pit in the Purui Tunnel is adjacent to the 12-layerbuilding，in order to determine the design and construction safety of deep foundation pit，the structure of pile-anchorsupport was used． The 5. 3 calculation software was adopted for the calculation of foundation pit structure，at the sametime the Midas numerical calculation software was also used to simulate excavation of the foundation pit ，the datashows that the foundation pit is safe． It was checked the anti floating computation of the main structure of foundationpit ，the floating resistance value can meet the standard requirements without the need for anti floating design offoundation pit．
- deep foundation pit,
- pile-anchor support,
- numerical calculation software,
- safety,
- anti floating design

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References(7)

References

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吴文,徐松林,周劲松,等.深基坑桩锚支护结构受力和变形特性研究[J].岩石力学与工程学报,2001,20(3):399-402.

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[4] 邓修甫,白云峰.桩锚支护体系的受力和变形研究[J].焦作工学院学报:自然科学版,2003,22(3):191-193.

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