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Vibro-Injection Pile Installation in Sand: Part I—Interpretation as Multi-material Flow

Aubram, D. / Rackwitz, F. / Savidis, S. A.

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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Vibro-Injection Pile Installation in Sand: Part I—Interpretation as Multi-material Flow

Aubram, D. / Rackwitz, F. / Savidis, S. A.

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

Aubram, D. / Rackwitz, F. / Savidis, S. A.

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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Titel:

Vibro-Injection Pile Installation in Sand: Part I—Interpretation as Multi-material Flow

Weitere Titelangaben:

Lect.Notes in Applied (formerly:Lect.Notes Appl.Mechan.)

Beteiligte:

Triantafyllidis, Th. (Herausgeber:in) / Aubram, D. (Autor:in) / Rackwitz, F. (Autor:in) / Savidis, S. A. (Autor:in)

Erschienen in:

Holistic Simulation of Geotechnical Installation Processes ; Kapitel: 5 ; 73-102

Lecture Notes in Applied and Computational Mechanics ; 77

Erscheinungsdatum:

12.06.2015

Format / Umfang:

30 pages

ISBN:

978-3-319-18170-7 , 978-3-319-18169-1

ISSN:

1860-0816 , 1613-7736

DOI:

https://doi.org/10.1007/978-3-319-18170-7_5

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Multi-material flow , Large deformations , Mixture , Soil mechanics , Sand , Averaging , Homogenization , Closure law , Arbitrary Lagrangian-Eulerian Engineering , Geoengineering, Foundations, Hydraulics , Geotechnical Engineering & Applied Earth Sciences , Solid Mechanics

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