Research Article
Assessment of Slope Instability and Risk Analysis of Road Cut Slopes in Lashotor Pass, Iran
Table 2
Adjustment factors (
,
, and
) of the western cut slope.
| | | | | |
| J1 | 0.15 | 1 | −25 | −3.8 | J2 | 0.15 | 1 | −25 | −3.8 | J3 | 0.33 | 1 | −25 | −8.25 | J4 | 0.52 | 1 | −25 | −13 | Sliding line resulting intersection of J1 and J2 | 0.55 | 1 | −60 | −33 | Bedding plane | 0.6 | 0.15 | −60 | −5.4 |
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