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Advances in Civil Engineering
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2020
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Article
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Fig 12
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Research Article
Effect of Nonlinear Soil Model on Seismic Response of Slopes Composed of Granular Soil
Figure 12
Effect of input ground motion intensity on PGA profile: (a) input PGA = 0.3 g and (b) input PGA = 0.5 g.
(a)
(b)