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Geofluids
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2023
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Article
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Fig 9
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Research Article
Performance of a Subgrade-Embankment-Seawall System Reinforced by Drainage PCC Piles and Ordinary Piles Subjected to Lateral Spreading
Figure 9
Peak excess pore water pressure ratio along the depth: (a)
,
(b)
,
and (c)
.
(a)
(b)
(c)