A Constitutive Model for Saturated Gravelly Sand Based on Higher-Order Dilatancy Equation

<div>Effects of <i>M</i> on the stress-strain curves and volumetric strain-axial strain curves. (a) <i>M</i>-stress-strain curves. (b) <i>M</i>-volumetric strain-axial strain curves.</div>

Advances in Civil Engineering

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Figure 15

Figure 15: A Constitutive Model for Saturated Gravelly Sand Based on Higher-Order Dilatancy Equation 