Study of Material Composition Effects on the Mechanical Properties of Soil-Rock Mixtures

<div>Curves of (<i>σ</i><sub>1</sub> − <i>σ</i><sub>3</sub>)∼<i>ε</i> under different rock contents or random location 1: (a) 200 kPa confining pressure; (b) 400 kPa confining pressure; (c) 800 kPa confining pressure; (d) random location 1.</div>

Advances in Civil Engineering

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Figure 9

Figure 9: Study of Material Composition Effects on the Mechanical Properties of Soil-Rock Mixtures 