An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils
Top Cited Papers
- 15 February 2014
- journal article
- research article
- Published by Springer Nature in Acta Geotechnica
- Vol. 10 (5) , 683-692
Abstract
No abstract availableKeywords
This publication has 16 references indexed in Scilit:
- Experimental study on face instability of shield tunnel in sandTunnelling and Underground Space Technology, 2013
- Evaluation of tunnel face stability by transparent soil modelsTunnelling and Underground Space Technology, 2012
- Centrifuge model test on the face stability of shallow tunnelActa Geotechnica, 2011
- Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element methodComputers and Geotechnics, 2011
- Theoretische Untersuchung zur OrtsbruststabilitätBautechnik, 2005
- Face stability conditions with earth-pressure-balanced shieldsTunnelling and Underground Space Technology, 1996
- Shallow Tunnels in Cohesionless Soil: Stability of Tunnel FaceJournal of Geotechnical Engineering, 1994
- Face support for a large Mix-Shield in heterogeneous ground conditions1994
- The Arch in Soil ArchingJournal of Geotechnical Engineering, 1985
- The stability of shallow tunnels and underground openings in cohesive materialGéotechnique, 1980