Analysis of support requirements for a shallow diversion tunnel at Guledar dam site, Turkey
- 1 October 2005
- journal article
- Published by Elsevier BV in Engineering Geology
- Vol. 81 (2), 131-145
- https://doi.org/10.1016/j.enggeo.2005.07.010
Abstract
No abstract availableKeywords
This publication has 11 references indexed in Scilit:
- Support capacity estimation of a diversion tunnel in weak rockEngineering Geology, 2002
- Some new Q-value correlations to assist in site characterisation and tunnel designInternational Journal of Rock Mechanics and Mining Sciences, 2002
- Application of the Convergence-Confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterionTunnelling and Underground Space Technology, 2000
- Rock mass strength parameters mobilised in tunnelsTunnelling and Underground Space Technology, 1997
- The use of stress-strength relationships in the assessment of tunnel stabilityTunnelling and Underground Space Technology, 1996
- Indian experiences with Q and RMR systemsTunnelling and Underground Space Technology, 1995
- Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterionInternational Journal of Rock Mechanics and Mining Sciences, 1990
- Determining rock mass deformability: experience from case historiesInternational Journal of Rock Mechanics and Mining Sciences, 1978
- The description of rock masses for engineering purposesQuarterly Journal of Engineering Geology, 1977
- Engineering classification of rock masses for the design of tunnel supportRock Mechanics and Rock Engineering, 1974