On a Paradox of Elasto-Plastic Tunnel Analysis
Authors:
- L. CantieniLCL. Cantieni
- G. AnagnostouGAG. Anagnostou
- 3 December 2010
- journal article
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 44 (2) , 129-147
Abstract
No abstract availableKeywords
This publication has 18 references indexed in Scilit:
- The interaction between yielding supports and squeezing groundTunnelling and Underground Space Technology, 2009
- New Viscoplastic Model for Design Analysis of Tunnels in Squeezing ConditionsRock Mechanics and Rock Engineering, 2009
- The Effect of the Stress Path on Squeezing Behavior in TunnelingRock Mechanics and Rock Engineering, 2008
- Tunnelling and geotechnics: new horizonsGéotechnique, 2008
- Continuous tunnel excavation in a poro-elastoplastic medium2007
- On the influence of face pressure, grouting pressure and TBM design in soft ground tunnellingTunnelling and Underground Space Technology, 2006
- Ground-Shotcrete Interaction of NATM Tunnels with High OverburdenJournal of Geotechnical and Geoenvironmental Engineering, 2005
- Practical Estimate of Deformations and Stress Relief Factors for Deep Tunnels Supported by ShotcreteRock Mechanics and Rock Engineering, 2005
- Numerical methods for the analysis of tunnel performance in squeezing rocksRock Mechanics and Rock Engineering, 1996
- Significant Parameters in Elastoplastic Analysis of Underground OpeningsJournal of Geotechnical Engineering, 1993