A Constitutive Model of Sandy Gravel Soil under Large-Sized Loading/Unloading Triaxial Tests

<div>Relationship between −<i>ε</i><sub>3</sub>/<i>ε</i><sub>1</sub> and −<i>ε</i><sub>3</sub>.</div>

Advances in Civil Engineering

Figure 11: A Constitutive Model of Sandy Gravel Soil under Large-Sized Loading/Unloading Triaxial Tests 