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Potential assessment of cargo liquefaction based on an UBC3D-PLM model

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Figure

Figure 1   The Mohr-Coulomb yield surface in 3-D principal stress space
Figure 2   Undrained cyclic shear stress path reproduced with UBC3D-PLM for dense sand
Figure 5   Cyclic DSS stress controlled  
Figure 6 Soil-water characteristic curves
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