Computing in-situ strength of rock masses based upon RQD and modified joint factor: Using pressure and damage sensitive constitutive relationship
Open Access
- 1 October 2015
- journal article
- Published by Elsevier in Journal of Rock Mechanics and Geotechnical Engineering
- Vol. 7 (5) , 540-565
Abstract
No abstract availableKeywords
This publication has 81 references indexed in Scilit:
- Shear strength criteria for rock, rock joints, rockfill and rock masses: Problems and some solutionsJournal of Rock Mechanics and Geotechnical Engineering, 2013
- Mohr–Coulomb Failure CriterionRock Mechanics and Rock Engineering, 2012
- Estimating the Strength of Jointed Rock MassesRock Mechanics and Rock Engineering, 2009
- Assessment of deformation modulus of weak rock masses from pressuremeter tests and seismic surveysBulletin of Engineering Geology and the Environment, 2008
- Measurements of and correlations between block size and rock quality designation (RQD)Tunnelling and Underground Space Technology, 2005
- Ultimate bearing capacity of footings on coal ashGranular Matter, 2005
- The Influence of Porosity on Tensile and Compressive Strength of Porous ChalksRock Mechanics and Rock Engineering, 2004
- Characterizing rock masses by the RMi for use in practical rock engineeringTunnelling and Underground Space Technology, 1996
- Estimating the triaxial strength of rocksInternational Journal of Rock Mechanics and Mining Sciences, 1979
- Discontinuity spacings in rockInternational Journal of Rock Mechanics and Mining Sciences, 1976