Three-dimensional numerical simulation for mechanized tunnelling in soft ground: the influence of the joint pattern

The main purpose of this study was to provide a three-dimensional numerical model, which would allow the tunnel lining behaviour and the displacement field surrounding the tunnel to be evaluated. Most of the processes that occur during mechanized excavation have been simulated in this model. The inf...

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Bibliographic Details
Published in:	Acta geotechnica Vol. 9; no. 4; pp. 673 - 694
Main Authors:	Do, Ngoc-Anh, Dias, Daniel, Oreste, Pierpaolo, Djeran-Maigre, Irini
Format:	Journal Article
Language:	English
Published:	Berlin/Heidelberg Springer Berlin Heidelberg 01-08-2014 Springer Nature B.V
Subjects:	Complex Fluids and Microfluidics Computer simulation Displacement Engineering Excavation Foundations Geoengineering Geotechnical Engineering & Applied Earth Sciences Hydraulics Mathematical models Numerical analysis Research Paper Simulation Soft and Granular Matter Soft ground Soil Science & Conservation Solid Mechanics Three dimensional Three dimensional imaging Three dimensional models Tunnel linings Tunnels Tunnels (transportation) Settlement Joint pattern Tunnel Lining response Segmental lining Three-dimensional modelling
Online Access:	Get full text
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