Research Article
Engineering Classification of Jointed Rock Mass Based on Connectional Expectation: A Case Study for Songta Dam Site, China
Table 4
Classification standard for the evaluation index of rock mass quality [
8,
10,
18].
| Evaluating index | Classification grade of rock mass | 1 | 2 | 3 | 4 | 5 |
| Rock strength (MPa) | 250∼1000 | 100∼250 | 50∼100 | 25∼50 | 0∼25 | Joint spacing (m) | 3∼100 | 1∼3 | 0.3∼1 | 0.05∼0.3 | 0∼0.05 | RQD (%) | 90∼100 | 75∼90 | 50∼75 | 25∼50 | 0∼25 | Roughness | 1∼3 | 3∼5 | 5∼7 | 7∼8 | 8∼9 | Aperture | 1∼2 | 2∼3 | 3∼4 | 4∼5 | 5∼6 | Weathering | 1∼1.5 | 1.5∼2.0 | 2.0∼2.5 | 2.5∼3.0 | 3.0∼4.0 | Groundwater | 1∼2 | 2∼3 | 3∼4 | 4∼5 | 5∼7 | Dip difference (°) | 20∼35 | 5∼20 | −5∼5 | −20∼−5 | −35∼−20 |
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