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Advances in Civil Engineering
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2018
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Article
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Fig 3
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Research Article
Practical Approach to Predicting the
K
0
Behavior of In Situ Sandy Gravel
Figure 3
Grain size distribution (PSD) curves of tested materials. (a) S1∼S4, (b) P1∼P4, and (c) R1∼R4.
(a)
(b)
(c)