International Journal for Numerical and Analytical Methods in Geomechanics, volume 25, issue 4, pages 365-390

An analytical solution for a jointed shield-driven tunnel lining

Publication typeJournal Article
Publication date2001-01-01
scimago Q1
SJR1.132
CiteScore6.4
Impact factor3.4
ISSN03639061, 10969853
General Materials Science
Mechanics of Materials
Computational Mechanics
Geotechnical Engineering and Engineering Geology
Abstract
This paper presents an analytical solution for the prediction of internal forces and displacements of a jointed segmental precast circular tunnel lining. The effects of joint stiffness on the performance of the tunnel lining are discussed. The ‘force method’ is used to determine the internal forces and displacements of jointed tunnel lining. Five shield-driven tunnel cases are adopted to study the effects of joint stiffness, soil resistance, joint distribution and joint number on the internal forces and displacements of circular tunnels. Laboratory model tests are conducted to verify the proposed analytical solution. Copyright © 2001 John Wiley & Sons, Ltd.
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