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[[Category:Rock mass classifications]] |
[[Category:Rock mass classifications]] |
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[[fa:سیستم_Q]] |
Revision as of 13:32, 22 November 2008
- For the linguistics formalism, see Q-systems.
The Q-system of rock mass classification was developed in Norway in 1974 by Nick Barton, Lien, R., and Lunde, J at NGI (Norwegian Geotechnical Institute). The system was developed on the basis of an analysis of 212 tunnel case histories from Scandinavia. It is a quantitative classification system and is an engineering system facilitating the design of tunnel supports. Q-system use six different parameters to assess the rock mass quality. The parameters are:
- Rock Quality Designation RQD
- Joint set number Jn
- Roughness of the most unfavorable joint or discontinuity Jr
- Degree of alteration of filling along the weakest joint Ja
- Water inflow Jw
- Stress Reduction Factor SRF
The Q-factor can then be calculated as: