Assessment of Slope Instability and Risk Analysis of Road Cut Slopes in Lashotor Pass, Iran

Table 3

Adjustment factors (𝐹1, 𝐹2, and 𝐹3) of the eastern cut slope.

	𝐹1	𝐹2	𝐹3	𝐹1⋅𝐹2⋅𝐹3
J1	0.15	1	−25	−3.8
J2	0.15	1	−25	−3.8
J3	0.30	1	−25	−7.5
J4	0.58	1	−25	−14.5
Sliding line resulting intersection of J2 and J3	0.68	1	−50	−34
Bedding plane	0.6	0.15	−60	−5.4