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Vibro-Injection Pile Installation in Sand: Part I—Interpretation as Multi-material Flow
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.
Vibro-Injection Pile Installation in Sand: Part I—Interpretation as Multi-material Flow
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.
Vibro-Injection Pile Installation in Sand: Part I—Interpretation as Multi-material Flow
Lect.Notes in Applied (formerly:Lect.Notes Appl.Mechan.)
Triantafyllidis, Th. (editor) / Aubram, D. (author) / Rackwitz, F. (author) / Savidis, S. A. (author)
2015-06-12
30 pages
Article/Chapter (Book)
Electronic Resource
English
Vibro-Injection Pile Installation in Sand: Part II—Numerical and Experimental Investigation
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