Experimental Study on the Characteristics of Granular Materials’ Flows and Fractures under Uniaxial Compression

<div>The stratified sieving curves: (a) 3 and 4 cm mixed cement mortar and cement particles under the loading of 30 kN; (b) 3 and 4 cm mixed cement mortar particles under the loading of 30 and 40 kN.</div>

Advances in Civil Engineering

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Figure 14

Figure 14: Experimental Study on the Characteristics of Granular Materials’ Flows and Fractures under Uniaxial Compression 