Determination of instantaneous breaking rate by Geological Strength Index, Block Punch Index and power of impact hammer for various rock mass conditions
Authors:
- C.O. AksoyCAC.O. Aksoy
- V. OzacarVOV. Ozacar
- N. DemirelNDN. Demirel
- S.C. OzerSOS.C. Ozer
- S. SafakSSS. Safak
- 1 July 2011
- journal article
- research article
- Published by Elsevier in Tunnelling and Underground Space Technology
- Vol. 26 (4) , 534-540
Abstract
No abstract availableKeywords
This publication has 25 references indexed in Scilit:
- The role of umbrella arch and face bolt as deformation preventing support system in preventing building damagesTunnelling and Underground Space Technology, 2010
- An example of estimating rock mass deformation around an underground opening using numerical modelingInternational Journal of Rock Mechanics and Mining Sciences, 2010
- Performance prediction of ımpact hammers by block punch ındex for weak rock massesInternational Journal of Rock Mechanics and Mining Sciences, 2009
- Review of rock mass rating classification: Historical developments, applications, and restrictionsJournal of Mining Science, 2008
- Engineering geological appraisal of the rock masses and preliminary support design, Dorukhan Tunnel, Zonguldak, TurkeyEngineering Geology, 2007
- Engineering geological studies and tunnel support design at Sulakyurt dam site, TurkeyEngineering Geology, 2006
- Determining the stress and convergence at Beypazari trona field by three-dimensional elastic–plastic finite element analysis: A case studyInternational Journal of Rock Mechanics and Mining Sciences, 2006
- Some geological and geotechnical factors affecting the performance of a roadheader in an inclined tunnelTunnelling and Underground Space Technology, 2004
- Evaluation of empirical methods for measuring the uniaxial compressive strength of rockInternational Journal of Rock Mechanics and Mining Sciences, 1990
- ENGINEERING CLASSIFICATION AND INDEX PROPERTIES FOR INTACT ROCK1966