Paper Title:
Study on the Improved Model of the Internal Force of the Shield Tunnel Segment
  Abstract

The design of the shiled tunnel segment is one of key and difficult problems in design of subway. The soil round the segments and the joint among them are tow factors must be considerd on the establishment of the calculation model of the segment. Simplification of joint in the calculation model of segment is improved,then a new model is built with the stratum-structure method. Taking Harbin Metro Line No.1 for example, a comparative analysis between the improved model and existing routine model is made. Then some conclusions are got from different deduction ratio of stiffness of joint.The study results show that the new model is tolerable,and significant to design and construction of tunnel segment in theory and practice.

  Info
Periodical
Advanced Materials Research (Volumes 168-170)
Edited by
Lijuan Li
Pages
2488-2492
DOI
10.4028/www.scientific.net/AMR.168-170.2488
Citation
Y. Yang, X. G. Chen, "Study on the Improved Model of the Internal Force of the Shield Tunnel Segment", Advanced Materials Research, Vols. 168-170, pp. 2488-2492, 2011
Online since
December 2010
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Price
$32.00
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