Coupled Computational Simulation of Excavation and Soil Transport in Earth-Pressure Balance Shield Tunneling Machines Using a Viscous Two-Phase Fluid Model for Soil-Foam Mixtures-Reference-Cited by-同舟云学术

Coupled Computational Simulation of Excavation and Soil Transport in Earth-Pressure Balance Shield Tunneling Machines Using a Viscous Two-Phase Fluid Model for Soil-Foam Mixtures

Published:2014-05-05 Issue: Volume: Page:
ISSN:
Container-title:Tunneling and Underground Construction
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Author:

Dang Thai Son,Meschke Günther,Wessels Nicola,Hackl Klaus

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784413449.076

Reference6 articles.

1. Hiltunen K. A. Jäsberg S. Kallio H. Karema M. Kataja A. Koponen M.Manninen and V. Taivassalo (2009). Multiphase Flow Dynamics - Theory and Numerics. VTT Publication.

2. Itasca U. (2004). Version 4.0. Itasca Consulting Group Inc.

3. Improvements of the Mizukami–Hughes method for convection–diffusion equations

4. Maidl B. M. Herrenknecht and L. Anheuser (1996). Mechanical Shield Tunnelling.

5. Wessels N. T. S. Dang K. Hackl and G. Meschke (2013). Cutting and Material Transport in EPB Shield Machines: A Coupled Simulation Approach. In G.Meschke J. Eberhardsteiner T. Schanz and K. Soga (Eds.) Computational Methods in Tunneling and Subsurface Engineering (EURO:TUN 2013).

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