Chapter
Feb 6, 2018
Transportation Research Congress 2016

Study on the Optimization of Underground Continuous Wall Embedded Depth of the Super Large Pit

Publication: Transportation Research Congress 2016: Innovations in Transportation Research Infrastructure

ABSTRACT

It is extremely sensitive to do excavation of super pit in central business districts, and the continuous wall construction is a key factor to the success of pit construction. Taking the large excavation of North Huaqiang Station of Shenzhen Metro Line 7 as the engineering background, the construction mechanical response of the pit and surrounding buildings in different wall embedded depths were analyzed using of numerical simulation software FLAC3D. By contrasting the results of stratum subsidence, foundation lateral displacement, and uneven subsidence in surrounding buildings, it is put forward that the continuous wall of complex embedded reasonable depth in super pit underground formations in different environmental conditions.

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REFERENCES

Bose, S. K., & Som, N. N. (1998). “Parametric study of a braced cut by finite element method.” Computers & Geotechnics, 22(2), 91–107.
Finno, R. J., Harahap, I. S., & Sabatini, P. J. (1991). “Analysis of braced excavations with coupled finite element formulations.” Computers & Geotechnics, 12(2), 91–114.
Gao, W. S. (2003). “A program for internal force and deformation of retaining structure in deep excavation considering time-space effect.”36(2), 86–90.
Xia, M. (1984). “Model test for determining embedment depth of multi-supported diaphragm wall in clay bed.” Hydropower Automation & Dam Monitoring. 15(02), 26–34.

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Published In

Go to Transportation Research Congress 2016
Transportation Research Congress 2016: Innovations in Transportation Research Infrastructure
Pages: 438 - 445
Editors: Linbing Wang, Ph.D., Virginia Polytechnic University, Jianming Ling, Ph.D., Tongji University, Pan Liu, Ph.D., Southeast University, Hehua Zhu, Tongji University, Hongren Gong, University of Tennessee Knoxville, and Baoshan Huang, Ph.D., University of Tennessee Knoxville
ISBN (Online): 978-0-7844-8124-0

History

Published online: Feb 6, 2018

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Authors

Affiliations

Jiabing Yao [email protected]
Civil Engineering Dept., Southwest Jiaotong Univ., Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Chengdu, Sichuan, China. E-mail: [email protected]
Jiangshan Fu
Sinohydro Engineering Bureau No. 4 Co., Ltd., Xining 810007, China
Xin Xu
Sinohydro Engineering Bureau No. 4 Co., Ltd., Xining 810007, China
Shimin Wang
Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu, Sichuan, 610031, China

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