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Geofluids
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2021
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Article
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Fig 14
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Research Article
Postfailure Characterization of Shallow Landslides Using the Material Point Method
Figure 14
Effect of soil modulus on the post-failure behavior of a slope: (a–c)
and (d–f)
.
(a)
(b)
(c)
(d)
(e)
(f)