Advances in Civil Engineering / 2020 / Article / Fig 5

Research Article

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

Figure 5

Triaxial shear test results for gravelly sand. (a) Deviator stress-axial strain curves. (b) Volumetric strain-axial strain curves.
(a)
(b)

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