An Improved Tunnel-Track Model in Saturated Poroelastic Soils to a Moving Point Load

<div>Comparison between single-phase dry soils and two-phase saturated soils: (a) radial displacement <i>u</i><sub><i>r</i></sub> at point <i>r</i> = 20 m, <i>θ</i> = 90°, and <i>z</i> = 0 and point r = 20 m, <i>θ</i> = 90°, and <i>z</i> = 20 m.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: An Improved Tunnel-Track Model in Saturated Poroelastic Soils to a Moving Point Load 