EXPERIMENTAL STUDY ON THE SHIELD TUNNELING-INDUCED SURFACE SETTLEMENT

Liu Jifeng; Liu Bo; Zhang Huizhi

doi:10.13204/j.gyjz201103018

Volume 41 Issue 3

Dec. 2014

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Liu Jifeng, Liu Bo, Zhang Huizhi. EXPERIMENTAL STUDY ON THE SHIELD TUNNELING-INDUCED SURFACE SETTLEMENT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 91-98. doi: 10.13204/j.gyjz201103018

Citation:

Liu Jifeng, Liu Bo, Zhang Huizhi. EXPERIMENTAL STUDY ON THE SHIELD TUNNELING-INDUCED SURFACE SETTLEMENT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 91-98. doi: 10.13204/j.gyjz201103018

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EXPERIMENTAL STUDY ON THE SHIELD TUNNELING-INDUCED SURFACE SETTLEMENT

doi: 10.13204/j.gyjz201103018

1.
1. Department of Civil Engineering of Sanming University,Sanming 365004,China;
2.
2. School of Mechanics &Civil Engineering,China University of Mining &Technology,Beijing 100083,China

Received Date: 2010-09-18
Publish Date: 2011-03-20

Abstract

Abstract

The influence of cover height,face supporting pressure and penetration rate on shield tunneling-induced ground surface settlement was studied with three-dimensinal physical model test.The mechanism of shield tunneling-induced ground surface settlement was analyzed,the ground settlement curves in different conditions were obtained,the influence of cover depth,face supporting pressure and penetration rate of shield tunnel on the surface settlement were discussed,and a newly-modified tunneling-induced ground settlement calculation method was presented.It is revealed that the maximum surface settlement decreases and the transverse settlement trough is widened with the increase of cover height,while the surface settlement increases with the augment of the face supporting pressure.The surface settlement is hardly influenced by the shield penetration,but obviously influenced by boundary soil disturbance induced by shield tunneling.
- shield tunnel,
- physical model,
- ground surface settlement,
- experimental study

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References(11)

References

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[7] Kasper T,Meschke G.A Numerical Study of the Effect of Soil andGrout Material Properties and Cover Depth in Shield Tunneling[J].Computers and Geotechnics,2006(33):234－247.

[8] 刘纪峰,刘波,陶龙光.基于弹塑性分析的浅埋盾构隧道地表沉降控制[J].沈阳建筑大学学报:自然科学版,2009,25(1):28－33.

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