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Advances in Civil Engineering
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2021
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Article
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Tab 1
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Research Article
Stability Assessment of High and Steep Cutting Rock Slopes with the SSPC Method
Table 1
Characteristics of the surveyed discontinuity sets in the study area.
Discontinuity
Dip direction (°)
Dip (°)
Trace length (m)
Spacing (m)
1
318
66
<2
0.1–0.3
2
201
62
—
0.3–1
3
104
34
3–5
0.2–0.6
4
28
49
3–5
0.1–0.3