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Volume 33, Issue 7, 2006
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Emergency Measure for Dangerous Situation in Foundation Pit Shoring
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TU473.2
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Abstract:
结合工程实例介绍了在基坑支护及地下室施工期间出现险情的处理方法。
Key words:
基坑支护 渗漏水 应急措施
Reference
Related
[1]
杨海涛,张跃进.
Emergency Measure for Dangerous Situation in Foundation Pit Shoring
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2006,33(7):11-14.
[2]
ZHU Wen-bin.
New Tries for Anti- seep in Deep Foundation Pit
[J].Coal Geology of China,2002,14(1):55-56.
[3]
ZHANG Yah,WANG Wan-de.
Application of Pre-stressed Anchor Bolt in Deep Foundation Pit Shoring
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2007,34(1):12-14.
[4]
Zhang Zhenhua.
Dewatering Technology for Foundation Pit in Zhengda Plaza
[J].Shanghai Land & Resource,1999(2):30-33.
[5]
MAO Jun-biao,ZHOU Xu-rong,MAO Jun-nian and ZHU Xiao-qiong.
Design and Construction of Shoring for Deep Foundation Pit Slope
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2006,33(5):1-4.
[6]
Zhang Weizheng.
Accident Analysis of a Foundation Pit Shoring in Anshan
[J].Geotechnical Engineering Technique,2006,20(1):51-54,F0003.
[7]
姜东祥 陈洪波.
Application of Drilling and Pressing-grouting Pile for Foundation Pit Shoring in Architectural Complex
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2007,34(11):18-19.
[8]
李亮,彭小林,蔡鹏飞.
Converse Construction for Some Big Deep Foundation Pit
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2006,33(3):16-18.
[9]
He Shida,Xu Zhong,Li Yanfeng.
Application of Ship-form Retaining in Foundation Pit
[J].Geotechnical Engineering Technique,2021(1).
[10]
CUI Shuang-li.
High-pressure Jet-grout Retaining Wall for Foundation Pit
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2011,38(2):48-49,53.
[11]
Li Lei.
Effect of Lateral Displacement of Supporting for Pit in Foundation Pit in Soft Soil Area
[J].Geotechnical Engineering Technique,2019(3):158-161.
[12]
SUN Zheng-Yu.
Process Analysis and Emergency Control for Hidden Danger of a Shallow Foundation Pit Engineering
[J].Shanghai Land & Resource,2011,32(2):88-91.
[13]
马静,刘智强,鲁泽宇,安慧勇.
Discussion on Emergency Monitoring of Deep Foundation Pit based on Non-Contact GB-InSAR Technique
[J].City Geology,2015(Z2).
[14]
Hu Chunlin, Chen Li ,Luo Renan, Xin Yuanyue.
Monitoring Technique and Danger Situation Forecast During the Excavation of Deep Foundation Pit
[J].Rock and Soil Mechanics,1996,17(2):64-69.
[15]
SHI Ya-Lin.
Environmental Geological Problems and Prevention Measure of Deep Foundation Pit in Shanghai
[J].Shanghai Land & Resource,2011,32(2):92-94,98.
[16]
ZHANG Ru-jun.
Design and Construction for Side Shoring of Deep Foundation Pit for Five Layer Ground Floor
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2006,33(1):31-32.
[17]
LI Qiang,ZENG Li-juan,YU Yuan-feng and HE Shi-xuan.
Study on Foundation Pit Shoring and Dewatering in Shougang Jingtang Company
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2012,39(3):51-54.
[18]
QI Liang and LIU Kang-he.
Mechanism of Shoring Transfiguration of Deep Foundation Pit and Case Analysis
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2005,32(3):5-8.
[19]
Dong Junzhao.
The Application of the Steel Pipe Braces & High-pressure Jet in the Processing Hole Excavated for Building Foundation Dangerous Situation
[J].Geotechnical Engineering Technique,2011,25(6):321-324.
[20]
ZHANG Jian,YIN Gui-ming.
Design and Construction Technology in Compound Stanchion Shoring of Foundation Pits Support
[J].Jiangsu Geology,2001,25(3):161-165.
Cited by
[1]
SUN Ting-ren.
Monitoring of Foundation Pit Vertical Displacement and Analysis on Surface Settlement
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2017,44(7):76-80.
[2]
SUN Ting-ren.
Monitoring of Foundation Pit Vertical Displacement and Analysis on Surface Settlement
[J].Idea & Design,2017,44(7):76-80.
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Received:
August 09,2005
Revised:
August 09,2005
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