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Addressing the simulation of geotechnical foundation processes using vibro-injection piles, complex initial-boundary-value problems are necessary. In particular, the numerical model is composed of several mutual interacting parts, such as retaining walls, anchors and vibro-injection piles, all interacting with the surrounding soil. Additionally, a fine mesh is required in order to adequately resolve local effects such as shear bands. However, when such complex simulations are inevitable, explicit time-integration schemes are advantageous over implicit schemes. In this regard, the present contribution addresses the development and application of a numerical soil model based on the Theory of Porous Media, which is suitable for simulations exploiting the explicit time-integration schemes of Abaqus/Explicit. The underlying numerical soil model is investigated in terms of accuracy and parallel efficiency.