Fuzzy Comprehensive Evaluation Method for Evaluating Stability of Loess Slopes

Table 4

Quantity distribution of collapses at different slope heights.

Slope height (m)	<10	10–20	20–30	30–40	40–50	>50
Number of collapses	8	19	6	3	0	3
Percentage (%)	20.5	48.7	15.4	7.7	0	7.7