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 confining pressures: (a) 200 kPa confining pressure; (b) 400 kPa confining pressure; (c) 800 kPa confining pressure; (d) 30% rock percentage.</div>

Advances in Civil Engineering

fig5

Figure 5

Figure 5: Study of Material Composition Effects on the Mechanical Properties of Soil-Rock Mixtures 