Paper Title:
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.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 6: Geotechnical Engineering and Underground Space Structure
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
2744-2748
DOI
10.4028/www.scientific.net/AMR.368-373.2744
Citation
L. X. Li, X. L. Geng, M. Li, "Analysis of the Design Method of Shield Tunnel Lining Based on the Characteristic Parameters", Advanced Materials Research, Vols. 368-373, pp. 2744-2748, 2012
Online since
October 2011
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Price
$32.00
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