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

Table 2

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

	𝐹1	𝐹2	𝐹3	𝐹1⋅𝐹2⋅𝐹3
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