Numerical Analyses of Earthquake Induced Liquefaction and Deformation Behaviour of an Upstream Tailings Dam

<div>Placement of the rockfill berms P, Q, R, S, T, U, V, and W.</div>

Advances in Materials Science and Engineering

Figure 7: Numerical Analyses of Earthquake Induced Liquefaction and Deformation Behaviour of an Upstream Tailings Dam 