Modelling construction phases of bored tunnels with respect to internal lining forces: A comparison of Finite Element Programs
@inproceedings{Kunst2017ModellingCP,
title={Modelling construction phases of bored tunnels with respect to internal lining forces: A comparison of Finite Element Programs},
author={David Kunst},
year={2017}
}Areas are getting more and more populated causing new infrastructure lines to be constructed below the surface. A bored tunnel is one of the possibilities to create this subsurface infrastructure, but the construction process of a bored tunnel is a complicated one. Many loads and aspects are present in this construction process that can be divided into six phases. In each of these phases, different loads and aspects are acting on the tunnel lining or the surrounding soil which can cause the… Expand
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References
SHOWING 1-10 OF 60 REFERENCES
On numerical simulation of tunnel installation
- Engineering
- 2008
The design of tunnels requires a proper estimate of surface settlements and lining forces. In engineering practice different design methods tend to be used, varying from simple empirical and… Expand
Three-dimensional numerical simulation for mechanized tunnelling in soft ground: the influence of the joint pattern
- Engineering
- 2014
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.… Expand
Three-dimensional structural analyses of the shield-driven “Green Heart” tunnel of the high-speed line South
- Engineering
- 1999
Abstract The tunnel lining generates a significant part of the bore tunnel project costs. This tunnel structure is one of the most important components of the whole tunneling process. The tunnel… Expand
A 3D finite element simulation model for TBM tunnelling in soft ground
- Engineering
- 2004
A three-dimensional finite element simulation model for shield-driven tunnel excavation is presented. The model takes into account all relevant components of the construction process (the soil and… Expand
Ultimate limit state analysis of a segmented tunnel lining
- Engineering
- 2007
Because of low hindrances during construction and lack of space in populated areas, shield driven tunnels are becoming more and more popular. Since 1997 these segmented tunnel linings are also… Expand
SOIL-STRUCTURE INTERACTION IN SHIELD TUNNELLING IN SOFT SOIL
- Engineering
- 1998
Abstract The development and extension of large cities creates a need for multiple shallow tunnels in the soft ground of building areas. Prediction of the ground settlement caused by the tunnel… Expand
Assessment the influence of ground stratification, tunnel and surface buildings specifications on shield tunnel lining loads (by FEM)
- Engineering
- 2015
Abstract Urban development and rapid extension of cities have been accompanied by a considerable growth in mechanized shield tunnelling. Commonly precast concrete segments are used as tunnel lining… Expand
Full 3D modelling for effects of tunnelling on existing support systems in the Sydney region
- Engineering
- 2008
Abstract The assessment of the interaction between a new tunnel and existing structures is an important issue in urban areas. In this study, the effect of tunnelling on the existing support system… Expand
A numerical study of the effect of soil and grout material properties and cover depth in shield tunnelling
- Engineering
- 2006
Abstract For shield-driven tunnels, the influence of the soil and grout material properties and of the cover depth on the surface settlements, the loading and deformation of the tunnel lining and the… Expand
Numerical modelling of cam-pocket coupling systems for concrete lining
- Geology
- 2007
Urban tunnel projects are significantly influenced by the risk of settlement when passing beneath existing buildings. In order to minimise the unavoidable deformations in the subsoil, especially… Expand