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2012 (Vol. 4, Issue: 16)
Article Information:

Analysis of Ground Deformations Induced by Tunnel Excavation

Mingli Huang, Jia Guo and Zhongsheng Tan
Corresponding Author:  Mingli Huang 

Key words:  Field monitor, ground deformations, shallow excavation method, , , ,
Vol. 4 , (16): 2874-2880
Submitted Accepted Published
April 07, 2012 April 23, 2012 August 15, 2012

In this study, we analyzing the ground deformation response in water-bearing sandstone ground caused by tunnel excavation. Moreover, based on the field monitoring data of Xiang-an subaqueous tunnel in Xiamen, taking a deep research on ground deformations caused by large cross section tunnel excavation. From our research results, during tunnel excavation surface settlement and extensometer settlement may be divided into four stages: slight deformation stage, rapid deformation stage, stable stage and slow deformation stage.
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  Cite this Reference:
Mingli Huang, Jia Guo and Zhongsheng Tan, 2012. Analysis of Ground Deformations Induced by Tunnel Excavation.  Research Journal of Applied Sciences, Engineering and Technology, 4(16): 2874-2880.
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ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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