The Behavior of a Coarse Granular Material under Complex Stress Conditions

<div>Comparison on the constant <i>σ</i><sub>3</sub> and constant <i>b</i> test and the plane strain test (<i>σ</i><sub>3</sub> = 0.4 MPa).</div>

Advances in Civil Engineering

Figure 11: The Behavior of a Coarse Granular Material under Complex Stress Conditions 