By Theodoros Triantafyllidis

This publication examines intimately the total strategy taken with enforcing geotechnical tasks, from a well-defined preliminary tension and deformation kingdom, to the finishing touch of the install strategy.

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Additional info for Holistic Simulation of Geotechnical Installation Processes: Benchmarks and Simulations

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One could argue that for comparison of forces the same base area should used while the deformation in the observation window probably depends more on the pile geometry in this plane. 1 The term particle image velocimetry (PIV) is considered to be more appropriate to hydromechanical applications. In the geotechnical context where groups of grains of the grain skeleton are used as markers and not individual particles the authors prefer the general term DIC. However, the evaluation procedures are usually based on the PIV-method.

Point A is omitted because the point moves mainly in vertical direction and a displacement trajectory is not an appropriate visualization for such kind of displacement. From Fig. 11a, it can be seen that the point A moves primarily in vertical direction and is pushed downwards by the pile. The other points undergo significantly smaller displacements with stronger horizontal component and larger horizontal amplitudes. They have a very similar displacement trend. Considering the evolution of cyclic displacements in Fig.

The initial position of the pile and its current position at the beginning of the highlighted cycle (point 1) are illustrated as well. Point A is located below the pile tip while the points B, C and D are chosen slightly beside the pile at different vertical positions. Figure 11a plots the displacement trajectories together for all four points for a time period of one second after the start of the 42 J. Vogelsang et al. 4 -60 -60 -40 -20 0 x [mm] 20 40 -40 -20 0 20 40 x [mm] Fig. 4 -60 -40 -20 0 x [mm] 20 40 -60 -40 -20 0 x [mm] Fig.

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