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Advances in Civil Engineering
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2021
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Article
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Fig 9
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Research Article
Model Testing of Encased Stone Column Composite Foundations under Traffic Loads
Figure 9
Lateral superpore water pressure of the column: (a) CLR = 0.2 and CLR = 0.3; (b) CLR = 0.4 and CLR = 0.5.
(a)
(b)