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Advances in Civil Engineering
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2023
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Article
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Tab 4
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Research Article
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