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Advances in Civil Engineering
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2019
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Article
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Fig 5
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Research Article
Shear Strength of Compacted Clays as Affected by Mineral Content and Wet-Dry Cycles
Figure 5
Variation of shear strength with clay proportion in the montmorillonite-kaolin mixture: (a) cohesion and (b) frictional angle.
(a)
(b)