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Advances in Civil Engineering
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2020
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Article
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Fig 9
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Research Article
Effects of Groove Feature on Shear Behavior of Steel-Sand Interface
Figure 9
Peak shear stress-groove width relationship for the steel-sand interfaces. (a) 50 kPa. (b) 100 kPa. (c) 150 kPa. (d) 200 kPa.
(a)
(b)
(c)
(d)