Research on Shield Crossing the Dense Buildings in Shallow Soil Covering

Chun Mei Xu; Lu Chen; Yuan Cai Liu

doi:10.4028/www.scientific.net/AMM.174-177.2090

Paper Titles

A Model of Effective Thermal Conductivity for Planting Soil of Green Roof
p.2065

Statistical Analysis of Fundamental Periods of Frame-Shear Wall Structures
p.2071

Function Method Based on Multi-Faceted Three-Dimensional Digital Model of the Slope and Applied Research
p.2079

Building Materials and Humanity
p.2085

Research on Shield Crossing the Dense Buildings in Shallow Soil Covering
p.2090

Research on Construction of Nomadic Settlements on Tibetan Plateau
p.2098

Sustainability Elements of IBS Formworks System in Malaysia
p.2102

Form and Function of Architecture in the Information Society - The Validity of “Form Follows Function” the Information Society
p.2107

Research on the Application of BIM in the Operation Stage of Green Building
p.2111

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 174-177Research on Shield Crossing the Dense Buildings in...

Research on Shield Crossing the Dense Buildings in Shallow Soil Covering

Abstract:

Combine with the practice of Kunming city first-phase subway project construction, detailedly introduce the success construction experiences of shield crossing the dense buildings in the unfavorable conditions of shallow soil covering, big gradient, curve in small radius, complex geological condition and upgrade excavation etc. in the paper. Reasonable choosing the grout of synchronization grouting and the main technical parameters of shield tunneling on supporting pressure of working chamber, tunneling speed, total thrust, cutter head torque and excavation quantity etc., and strengthen the link of secondary grouting and technology management, the amount of settlement and uplift of the ground and the buildings can be effectively controlled.

You might also be interested in these eBooks

Advanced Building Materials and Sustainable Architecture

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 174-177)

Pages:

2090-2097

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.174-177.2090

Citation:

Cite this paper

Online since:

May 2012

Authors:

Chun Mei Xu, Lu Chen, Yuan Cai Liu

Keywords:

Segment, Settlement, Shield, Subway, Tunneling

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Wenbo Zhou. Shield Tunnelling Technology. Beijing: China Construction Industry Press, 2009.4

Google Scholar

[2] Zhiqiang Zhang,Chuan He. Research on Key Techniqe of Shield Tunnel Construction Beneath Adjacent Existing Highway Tunnel[J].Rock and Soil Mechanics. 2005,26(11):1 711-716

Google Scholar

[3] Chuan He, Zongxian Su, Dongyang Zeng. Research on Influence of Shield Tunnel Construction on Deformation and Secondary Inner Force of Constructed Parallel Tunnel. Chinese Journal of Rock Mechanics and Engineering,2007.10

Google Scholar

[4] Jiangan Dong, Yun Wang. Operating Shield Machine and Choosing Segment In Earth Press Banlaced Shield Construction. Shanxi Architecture,2010.3

Google Scholar

[5] Xiaohui Yuan,Yuewang Han,Tao Guo. Numerical Analysis of the Instability of Excavation Face in Shield Construction. Shanxi Architecture,2007.3

Google Scholar