Analysis of the Design Method of Shield Tunnel Lining Based on the Characteristic Parameters

Li Xin Li; Xiao Long Geng; Man Li

doi:10.4028/www.scientific.net/AMR.368-373.2744

Paper Titles

Research on Application of Seismic Piezocone Penetration Tests in Pile Foundation
p.2722

Comparative Analysis of Schemes for Metro Station Built by Enlarging Large-Diameter Shield Tunnel
p.2731

Study on Mechanism of Migration and Outburst of Natural Gas in Tunnel
p.2736

A Semi-Analytical Solution of Single-Phase Elastic Foundation Three-Dimensional Static Characteristics
p.2740

Analysis of the Design Method of Shield Tunnel Lining Based on the Characteristic Parameters
p.2744

Numerical Simulation Study on Size Effect of Dynamic Properties of Coarse Materials
p.2749

Analysis Again for Earth Pressure Calculation Theory Considering Displacement Effects
p.2755

Computing Method of Elastic Foundation Beam by MATLAB and its Application
p.2760

Test Methods of Soil Micro-Mesostructures
p.2764

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Analysis of the Design Method of Shield Tunnel...

Analysis of the Design Method of Shield Tunnel Lining Based on the Characteristic Parameters

Abstract:

The internal force and deformation of shield tunnel segment lining are influenced by many kinds of characteristic parameters. By the elastic foundation circle method, this paper takes the example of the first phase of the project of the Shenyang metro line 2, analyzing the influence of each characteristic parameter on internal force and deformation of the lining, and summarizing rules for the design of shield tunnel lining.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

2744-2748

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.2744

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Online since:

October 2011

Authors:

Li Xin Li, Xiao Long Geng, Man Li

Keywords:

Characteristic Parameters, Design Method, Lining Segment, Shield Tunnel

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References

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