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Geofluids
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2019
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Article
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Fig 4
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Research Article
Evaluate the Probability of Failure in Rainfall-Induced Landslides Using a Fuzzy Point Estimate Method
Figure 4
Hydraulic properties of loam soil and silt soil: (a) SWRC; (b) HCF; (c) SSCC.
(a)
(b)
(c)