- Asked 7/26
- 2081 Chaitra · 3 marks
- 2079 Chaitra · 2 marks
- 2078 Baisakh · 3 marks
- 2076 Baisakh · 2 marks
- 2073 Bhadra · 2 marks
- 2070 Bhadra · 4 marks
- 2071 Magh · 2 marks
Q-system of rock mass classification
Short answer
The Q-system rates tunnel rock mass quality by the index Q = (RQD/J_n)×( J_r / J_a )×( J_w / SRF). Q ranges from 0.001 to 1000, with classes from exceptionally poor to exceptionally good, and support is determined using an equivalent dimension chart.
Describe the Q-system (rock tunnelling quality index) of rock mass classification, its parameters and rock mass classes. How is Q calculated?
The Q-system was developed by Barton, Lien and Lunde (1974) at the Norwegian Geotechnical Institute from many tunnel case histories. It gives the rock tunnelling quality index Q, used to classify rock mass and to design tunnel support (shotcrete, rock bolts, spans).
Calculation of Q
| Term | Meaning | Represents | Range |
|---|---|---|---|
| Rock Quality Designation | Degree of jointing | 0 to 100 | |
| Joint set number | Block size | 0.5 to 20 | |
| Joint roughness number | Shear strength between blocks | 0.5 to 4 | |
| Joint alteration number | Shear strength between blocks | 0.75 to 20 | |
| Joint water reduction factor | Water pressure effect | 0.05 to 1 | |
| Stress reduction factor | Active stress | 0.5 to 20 |
The three quotients mean: = relative block size, = inter-block shear strength, = active stress. Q varies from 0.001 to 1000.
Example: gives , i.e. good rock.
Rock mass classes
| Q value | Class |
|---|---|
| 400 to 1000 | Exceptionally good |
| 100 to 400 | Extremely good |
| 40 to 100 | Very good |
| 10 to 40 | Good |
| 4 to 10 | Fair |
| 1 to 4 | Poor |
| 0.1 to 1 | Very poor |
| 0.01 to 0.1 | Extremely poor |
| 0.001 to 0.01 | Exceptionally poor |
The support is then chosen from the Q chart using the equivalent dimension , where ESR is the excavation support ratio.
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- RMR rock mass classification · Engineering Geology II, chapter 6 · asked 8×
- Geo-mechanics classification of rock mass · Engineering Geology II, chapter 6 · asked 5×
- Rock classes needing steel rib and shotcrete · Engineering Geology II, chapter 6
- Properties of rock mass and discontinuities · Engineering Geology II, chapter 6 · asked 3×
- Rock mass versus intact rock · Engineering Geology II, chapter 6 · asked 7×
- Meaning of rock class and shear parameter · Engineering Geology II, chapter 6
- Rock mass classification · Engineering Geology I, chapter 5
- Rock mass classification and discontinuities · Engineering Geology I, chapter 5
- Tunnelling and rock drilling equipment · Construction Management, chapter 4 · asked 3×
- Petrology; engineering significance of rock classes · Engineering Geology I, chapter 4