Finite Element Modelling of Excavation and Advancement Processes of a Shield Tunnelling Machine-Reference-Cited by-同舟云学术

Finite Element Modelling of Excavation and Advancement Processes of a Shield Tunnelling Machine

Published:1999-06 Issue:3 Volume:39 Page:37-52
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Komiya Kazuhito,Soga Kenichi,Akagi Hirokazu,Hagiwara Toshiyuki,Bolton Malcolm D.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference17 articles.

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2. The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction;Addenbrooke;Géotechnique,1997

3. Numerical simulations of multi-dimensional consolidation caused by elasto-plastic constitutive equation;Akai;J. of Geotech. Engrg.,1978

4. Finite element analyses of the stress ~ deformation behaviour considering the execution procedures during shield work;Akagi;J. of Japan Society of Civil Engineers,1993

5. CRISP 94, User’s and Programmer’s Guide;Britto,1994

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