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Advances in Civil Engineering
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2018
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Article
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Fig 7
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Research Article
A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size Effect
Figure 7
(a–c) Gap effect on the tangential properties of S-RM (shear box,
R
= 200 mm and
H
= 300 mm).
(a)
(b)
(c)