Experimental investigation of shear band patterns in granular material (original) (raw)

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Closure to “Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression” by Samaneh Amirpour Harehdasht, Mourad Karray, Mahmoud N. Hussien, and Mohamed Chekired

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Effect of Coarse Materials Percentage in the Shear Strength

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