Advances in Civil Engineering / 2020 / Article / Fig 6

Research Article

Effect of Particle-Size Gradation on Coarse Sand-Geotextile Interface Response in Cyclic and Postcyclic Direct Shear Test

Figure 6

Effect of sand particle size on the interface shear stress-shear displacement curves in the (a) MDS and (b) PCDS tests.
(a)
(b)

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