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Two Dimensional Stress and Displacement Wave Propagation Under Shock Loading in Saturated Porous Materials with Two Dimensional Functionally Graded Materails Using MLPG Method

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Figure

Fig. 1. The porous medium seen as the superposition of two continuous media [19]
Fig. 2. The boundary of local subdomain in the MLPG method [6]
Fig. 3. The vertical displacement time history on the top surface for Berea sandstone compared to analytical results.
Table 2. The maximum of radial stress at the center of domain (z = 0.5 m and r = 1.5 m in Figure 4) in various factor of fgm
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