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

Table 3

Reliability comparison of different weight methods.

Method	RQD	Geological characterization	Geo-stress	c	φ	H	DMR	Reliability (%)
Dependent degree (Li et al. [27])	0.035	0.388	0.023	0.154	0.094	0.057	0.250	28.90
Over standard weighting	0.075	0.231	0.004	0.181	0.183	0.101	0.225	29.42
The TOPSIS and MCS coupled model	0.209	0.194	0.023	0.158	0.018	0.126	0.272	48.70