Rock Mass Characterization and Rock Property Variability Considerations for Tunnel and Cavern Design
Author:
- 23 March 2011
- journal article
- Published by Springer Nature in Rock Mechanics and Rock Engineering
- Vol. 44 (4) , 379-399
Abstract
No abstract availableKeywords
This publication has 26 references indexed in Scilit:
- Practical Estimates of Tensile Strength and Hoek–Brown Strength Parameter m i of Brittle RocksRock Mechanics and Rock Engineering, 2009
- Trelleborg acquires Sealing Solutions Inc.Sealing Technology, 2008
- Use and misuse of rock mass classification systems with particular reference to the Q-systemTunnelling and Underground Space Technology, 2006
- Estimation of Block Sizes for Rock Masses with Non-persistent JointsRock Mechanics and Rock Engineering, 2006
- A JOINT AND ROCK FAILURE STRAIN-SOFTENING MODEL AND ITS APPLICATION TO THE EXCAVATION SIMULATION OF LARGE-SCALE UNDERGROUND CAVERNSDoboku Gakkai Ronbunshu, 2000
- Characterizing rock joint geometry with joint system modelsRock Mechanics and Rock Engineering, 1988
- Two-point estimates in probabilitiesApplied Mathematical Modelling, 1981
- Estimation of discontinuity spacing and trace length using scanline surveysInternational Journal of Rock Mechanics and Mining Sciences, 1981
- Discontinuity spacings in rockInternational Journal of Rock Mechanics and Mining Sciences, 1976
- Engineering classification of rock masses for the design of tunnel supportRock Mechanics and Rock Engineering, 1974