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Abstract
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Article Information:
Experimental Research on Ground Deformation of Double Close-spaced Tunnel Construction
Zhongchang Wang and Huijun Wu
Corresponding Author: Zhongchang Wang
Submitted: May 08, 2012
Accepted: June 08, 2012
Published: November 15, 2012 |
Abstract:
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In this study, we obtain the optimal ratio of similar materials of soil layers by similarity principle
and uni-axial compression tests. The two-dimensional similar material model is established for Dalian
double-tube parallel tunnels line No.1. The laws of ground deformation for successively construction are
obtained by measuring the internal displacement of model. It is shown that the subsidence rate of early
period of construction is larger than that of lately period of construction. The vertical settlement rate of
shallow stratum is greater than that of deep stratum. The surface subsidence of two tunnels is
superimposed. The settlement is larger in the side of early excavating tunnel. The characteristic of non
symmetrical two peak of the vertical deformation of stratum is obvious. The horizontal displacement of
axis of two tunnels approximately decreases linearly with the increase of the depth. The horizontal
displacement in the location of center line and axis of two tunnels is not 0. The obvious shear layer appears
in the inner of the soil layers. The pile and shear wall within this range is easy to appear the crack owing to
tunneling.
Key words: Double-tube parallel tunnels , ground settlement, model experiment , shear layer, the optimal ratio, ,
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Abstract
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Cite this Reference:
Zhongchang Wang and Huijun Wu, . Experimental Research on Ground Deformation of Double Close-spaced Tunnel Construction. Research Journal of Applied Sciences, Engineering and Technology, (22): 4840-4844.
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ISSN (Online): 2040-7467
ISSN (Print): 2040-7459 |
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