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The Q-system for rock mass classification is developed by Barton, Lien, and Lunde. It expresses the quality of the rock mass in the so-called Q-value, on which design are based and support recommendations for underground excavations. The Q-value is determined with A multiplication of the three terms results in the Q parameter, which can range between 0.001 for an exceptionally poor to 1000 for an exceptionally good rock mass. The numerical values of the class boundaries for the different rock mass qualities are subdivisions of the Q range on a logarithmic scale.

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  • The Q-system for rock mass classification is developed by Barton, Lien, and Lunde. It expresses the quality of the rock mass in the so-called Q-value, on which design are based and support recommendations for underground excavations. The Q-value is determined with The first term RQD (Rock Quality Designation) divided by Jn (joint set number) is related to the size of the intact rock blocks in the rock mass. The second term Jr (joint roughness number) divided by Ja (joint alteration number) is related to the shear strength along the discontinuity planes and the third term Jw (joint water parameter) divided by SRF (stress reduction factor) is related to the stress environment on the intact rock blocks and discontinuities around the underground excavation. A multiplication of the three terms results in the Q parameter, which can range between 0.001 for an exceptionally poor to 1000 for an exceptionally good rock mass. The numerical values of the class boundaries for the different rock mass qualities are subdivisions of the Q range on a logarithmic scale. The Q-value determines the quality of the rock mass, but the support of an underground excavation is based not only on the Q-value but is also determined by the different terms in the above equation. This leads to a very extensive list of classes for support recommendations. (en)
  • Q-System(Rock Mass Quality System)은 1974년에 NGI(Norwegian Geotechnical Institude)의 Barton, Lien, Lunde에 의해 개발된 암반분류 방법이다. (ko)
  • Il Q-system è una classificazione geomeccanica sviluppata nel 1974 da Nick Barton, Lien R.e Lunde J. nel NGI (Norwegian Geotechnical Institute). Il sistema è stato sviluppato sulla base di 212 tunnel scavati in rocce granitoidi della Norvegia. Grazie all'analisi di 6 parametri è possibile valutare la qualità di un ammasso roccioso e consente una stima di massima dei supporti per le pareti dello scavo. (it)
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  • Q-System(Rock Mass Quality System)은 1974년에 NGI(Norwegian Geotechnical Institude)의 Barton, Lien, Lunde에 의해 개발된 암반분류 방법이다. (ko)
  • Il Q-system è una classificazione geomeccanica sviluppata nel 1974 da Nick Barton, Lien R.e Lunde J. nel NGI (Norwegian Geotechnical Institute). Il sistema è stato sviluppato sulla base di 212 tunnel scavati in rocce granitoidi della Norvegia. Grazie all'analisi di 6 parametri è possibile valutare la qualità di un ammasso roccioso e consente una stima di massima dei supporti per le pareti dello scavo. (it)
  • The Q-system for rock mass classification is developed by Barton, Lien, and Lunde. It expresses the quality of the rock mass in the so-called Q-value, on which design are based and support recommendations for underground excavations. The Q-value is determined with A multiplication of the three terms results in the Q parameter, which can range between 0.001 for an exceptionally poor to 1000 for an exceptionally good rock mass. The numerical values of the class boundaries for the different rock mass qualities are subdivisions of the Q range on a logarithmic scale. (en)
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  • Q-system (it)
  • Q시스템 (ko)
  • Q-system (geotechnical engineering) (en)
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