Face stability analysis of shield-driven tunnels shallowly buried in dry sand using 1-g large-scale model tests
Authors:
- 29 November 2017
- journal article
- research article
- Published by Springer Nature in Acta Geotechnica
- Vol. 13 (3) , 693-705
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51508503, 51338009)
- Foundation of academician workstation of Guangzhou Chemical Grouting Co. Ltd (2016GZZ01)
This publication has 24 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
- Physical modeling of tunnels in soft ground: A reviewTunnelling and Underground Space Technology, 2008
- Soil deformation measurement using particle image velocimetry (PIV) and photogrammetryGéotechnique, 2003
- Centrifuge model test of tunnel face reinforcement by boltingTunnelling and Underground Space Technology, 2003
- Bifurcation of elastoplastic solids to shear band mode at finite strainComputer Methods in Applied Mechanics and Engineering, 2002
- Face stability conditions with earth-pressure-balanced shieldsTunnelling and Underground Space Technology, 1996
- Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional materialGéotechnique, 1990
- The stability of shallow tunnels and underground openings in cohesive materialGéotechnique, 1980
- Stability of a shallow circular tunnel in cohesionless soilGéotechnique, 1977