Rock Mass Characterization For Excavations In Mining And Civil Engineering

- Organization:
- The National Institute for Occupational Safety and Health (NIOSH)
- Pages:
- 12
- File Size:
- 2118 KB
- Publication Date:
- Jan 5, 2007
Abstract
When the Q-system was launched in 1974, the name referred to rock mass classification, with focus on tunnel and cavern support selection. Besides empirical design of support, the Q-value, or its normalized value Qc, has been found to correlate with seismic P-wave velocity, with deformation modulus, and with deformation. The Q-system provides temporary or permanent support for road, rail, and mine roadway tunnels and for caverns for various uses. It also gives relative cost and time for tunnel construction for a complete range of rock qualities. There are also indications that Q has captured important elements of the cohesive and frictional strength of rock masses, with Qc resembling the product of rock mass cohesion and rock mass friction coefficient.
Citation
APA:
(2007) Rock Mass Characterization For Excavations In Mining And Civil EngineeringMLA: Rock Mass Characterization For Excavations In Mining And Civil Engineering. The National Institute for Occupational Safety and Health (NIOSH), 2007.