Abstract
The installation of vibro-injection piles into saturated sand has a significant impact on the surrounding soil and neighboring buildings. It is generally characterized by a multi-material flow with large material deformations, non-stationary and new material interfaces, and by the interaction of the grain skeleton and the pore water. Part 1 in this series of papers is concerned with the mathematical and physical modeling of the multi-material flow associated with vibro-injection pile installation. This model is the backbone of a new multi-material arbitrary Lagrangian-Eulerian (MMALE) numerical method presented in Part 2.
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Acknowledgments
The presented work was carried out under the financial support from the German Research Foundation (DFG; grants SA 310/26-1 and SA 310/26-2) as part of the DFG Research Unit FOR 1136, which is gratefully acknowledged. We thank our colleagues in this research unit for several fruitful discussions about our work.
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Aubram, D., Rackwitz, F., Savidis, S.A. (2015). Vibro-Injection Pile Installation in Sand: Part I—Interpretation as Multi-material Flow. In: Triantafyllidis, T. (eds) Holistic Simulation of Geotechnical Installation Processes. Lecture Notes in Applied and Computational Mechanics, vol 77. Springer, Cham. https://doi.org/10.1007/978-3-319-18170-7_5
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