Study on the Influence of the Shield Tunnel Deformation Due to Excavation of Foundation Pit with Field Data

Jiang Shu Ding; Yao Qiang Xian; Tian Jun Liu

doi:10.4028/www.scientific.net/AMR.446-449.1808

Paper Titles

New Construction Method of Marine Cofferdam on the Soft Ground in Tideland
p.1785

Stability Analysis for Bedded Rock Slope with Effect of Contact
p.1791

Study on the Deformation of Supporting Structure for Foundation Pit in Strata with Rock-Soil Combination
p.1797

Model Test Study on the Effect of Vertical Lode on Horizontal Bearing Capacity of Disk Pile
p.1804

Study on the Influence of the Shield Tunnel Deformation Due to Excavation of Foundation Pit with Field Data
p.1808

Numerical Simulation of Dynamic Compaction at Dredger Fill Silty
p.1813

Dynamic Risk Evaluation of Deep Excavation Based on Monitor Indexes of Support Structure
p.1817

Inside and Outside Earth Pressure Research of Steel Sheet Pile Cofferdam
p.1822

Thermal Effect on Consolidation for Saturated Porous Solid
p.1827

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Study on the Influence of the Shield Tunnel...

Study on the Influence of the Shield Tunnel Deformation Due to Excavation of Foundation Pit with Field Data

Abstract:

The deep excavation of the foundation pit adjacent to the metro tunnel will change the stress state of the neighboring soil. And the deformation of tunnel will be induced which will cause impair to daily operation and the safety of metro tunnel. According to the practice of deep excavation neighboring the metro tunnel in Guangzhou, the main influence factors of deformation and stress of tunnel will be analyzed based on exaction conditions and field data. The conclusions will be benefit to similar projects.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

1808-1812

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.1808

Citation:

Cite this paper

Online since:

January 2012

Authors:

Jiang Shu Ding, Yao Qiang Xian, Tian Jun Liu

Keywords:

Adjacent to Metro Tunnel, Deformation, Field Data Analysis, Foundation Pit Excavation

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Sun Jun. Urban underground engineering activities of geotechnical problems in learning environment (Ⅰ) [J]. Underground works and tunnels., 1999 (3): 2-6.

Google Scholar

[2] Sun Jun. Urban underground engineering activities of geotechnical problems in learning environment (Ⅱ) [J]. Underground works and tunnels., 2000 (1): 2-7.

Google Scholar

[3] Kontogianni VA, Tzortzis A, Stathis C S. Deformation and failure of the Tymfristos tunnel, Greece [J]. Journal of Geotechnical Engineering, ASCE. 2004, 130 (10): 1004-1013.

DOI: 10.1061/(asce)1090-0241(2004)130:10(1004)

Google Scholar

[4] Jimao Jie, Liu Guobin. Subway tunnel excavation unloading caused displacement prediction method [J]. Tongji University, 2001, 5: 531-535.

Google Scholar

[5] Jiang Hongsheng, Hou Xieyuan. Excavation of soft soil near the railway tunnel effect [J]. Industrial buildings. 2002, 5: 53-56.

Google Scholar

[6] Qike Jun, Wang Xudong, Jiang Gang, etc. near the subway tunnel deep excavation analysis of [C]. Hangzhou: 2005.

Google Scholar

[7] Conditions Longchuan. Deep excavation of the subway tunnel effect [J]. Journal of Geotechnical Engineering, 2000, 22 (3): 284-288.

Google Scholar

[8] Conditions Longchuan, Li Zhimin, Yan Zongze. Underground subway tunnel construction affect the measured analysis [J]. Tsinghua University (Natural Science), 2000 (40 (was 1)): 79-82.

Google Scholar

[9] Liu Tingjin. The construction of the shield tunnel excavation measured deformation studies [J]. Rock Mechanics and Engineering. 2008, 27 (A02): 3393-3400.

Google Scholar