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The evolution of shear bands under rapid drawdown conditions in variably permeable porous soils

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Figure

Figure 1 LAS algorithm: (a) initial random mesh; (b) refined random mesh
Table 1: soil parameters
Figure 2: FEM mesh element scale simulation: (a) random permeability field; (b) mesh and BC
Figure 3 Development of porewater pressure: (a) initial phase; (b) RDD  phase
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