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Advances in Civil Engineering
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2020
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Article
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Fig 2
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Research Article
Effect of Particle-Size Gradation on Coarse Sand-Geotextile Interface Response in Cyclic and Postcyclic Direct Shear Test
Figure 2
Schematic of the cyclic shear paths. (a) The cyclic shear path. (b) Waveform of cyclic load.
(a)
(b)