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Frictional stress formulation for solid-liquid two-phase flows

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Figure

Figure 2 shows the experimental measurements (Fang et al., 1993) of the  stress distribution on the vertical moving wall at several values of the  non-dimensional displacement, S/H
Figure 3: Measurefd Coefficient of Passive Earth Pressure.
Figure 4: The coefficient of passive earth pressure for different values of  the parameter c’
Figure 5: Horizontal normal stress distribution over depth.
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