Advances in Civil Engineering / 2020 / Article / Fig 16

Research Article

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

Figure 16

Relationships between Dr and e0, λ, and k. (a) Dr-initial pore ratio e0. (b) Dr-compression coefficient λ. (c) Dr-rebound coefficient k.
(a)
(b)
(c)

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