A New Evaluation Method for Slope Stability Based on TOPSIS and MCS

Table 2

Data of the simulation model.

Index	O^7	O^8	O^9	O^10	O^11	O^12	Function
RQD	0–100	90–100	75–90	50–75	25–50	0–25	Uniform
Joint occurrence of rock mass	0–100	90–100	75–90	50–75	30–50	0–30
Geo-stress	0–25	0–2	2–8	8–14	14–20	20–25
c	0–0.32	0.22–0.32	0.12–0.22	0.08–0.12	0.05–0.08	0–0.05
φ	0–45	37–45	29–37	21–29	13–21	0–13
H	0–100	0–30	30–45	45–60	60–80	80–100
DMR	0–150	0–20	20–40	40–60	60–100	100–150