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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
Dynamic Response of Rock Slopes under Obliquely Incident Seismic Waves
Figure 12
Distribution law of PGA amplification coefficient of slope vertical plane AB under P waves. (a)
= 45°; (b)
= 50°; and (c)
= 60°.
(a)
(b)
(c)