CONSTRUCTION AND DESIGN OF COMPOSITE SOIL NAILING TECHNOLOGY FOR CONTROLLING SLOPE DISPLACEMENT

Chen Qihui; Zhang Xin; Sun Jianping; Guo Qiuying

doi:10.13204/j.gyjz200805028

Volume 38 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(5): 115-118

YANG Yuan, CUI Qiandao, LIAN Jijian, LIU Hongbo, ZHOU Guangen, CHEN Zhihua. LSTM-BASED DAMAGE PREDICTION AND ASSESSMENT OF SPATIAL FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 203-208. doi: 10.13204/j.gyjzG20092308

Citation:

Chen Qihui, Zhang Xin, Sun Jianping, Guo Qiuying. CONSTRUCTION AND DESIGN OF COMPOSITE SOIL NAILING TECHNOLOGY FOR CONTROLLING SLOPE DISPLACEMENT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 115-118. doi: 10.13204/j.gyjz200805028

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CONSTRUCTION AND DESIGN OF COMPOSITE SOIL NAILING TECHNOLOGY FOR CONTROLLING SLOPE DISPLACEMENT

doi: 10.13204/j.gyjz200805028

1.
College of Civil and Engineering in Shandong Jianzhu University,Jinan 250014

Received Date: 2007-11-20
Publish Date: 2008-05-20

Abstract

Abstract

when soil nailing technology is applied in weak soil, the displacement of slope is increased and security of slope is brought down. The composite soil nailing technology (soil nailing and micro-pile) is adopted for practical design of controlling buildings and slope displacement, as well as for measures of construction in saturated silty soil. The effect of composite soil nailing is compared with that of general soil nailing by actual trail and observation. Project practice proves that displacement of excavation can be controlled effectively by composite soil nailing(soil nailing and micro-pile).
- excavation support,
- saturated silty soil,
- composite soil nailing (soil nailing and micro-pile),
- controlling displacement

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References(4)

References

陈肇元, 崔京浩. 土钉在基坑工程中的应用. 北京: 中国建筑工业出版社, 1997

[2] CECS 96B97 基坑土钉支护技术规程

[3] 刘建航, 候学渊. 基坑工程手册. 北京: 中国建筑工业出版社,1997

[4] JGJ 120-99 建筑基坑支护技术规程

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沈阳化工大学材料科学与工程学院沈阳 110142

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