Numerical Investigation of the Frequency Influence on Soil Characteristics During Vibratory Driving of Tubular Piles

Author:

Daryaei Reza,Bakroon Montaser,Aubram Daniel,Rackwitz Frank

Publisher

Springer International Publishing

Reference25 articles.

1. Aubram, D.: An Arbitrary Lagrangian-Eulerian Method for Penetration into Sand at Finite Deformation. Shaker Verlag, Aachen, Berlin, Germany (2013)

2. Aubram, D.: Development and experimental validation of an arbitrary Lagrangian-Eulerian (ALE) method for soil mechanics. Geotechnik 38(3), 193–204 (2015). https://doi.org/10.1002/gete.201400030

3. Aubram, D., Rackwitz, F., Savidis, S.A.: Contribution to the non-Lagrangian formulation of geotechnical and geomechanical processes. In: Lecture Notes in Applied and Computational Mechanics, vol. 82, pp. 53–100. Springer International Publishing (2017). https://doi.org/10.1007/978-3-319-52590-7_3

4. Bakroon, M., Daryaei, R., Aubram, D., Rackwitz, F.: Arbitrary Lagrangian-Eulerian finite element formulations applied to geotechnical problems. In: Grabe, J. (ed.) Numerical Methods in Geotechnics, pp. 33–44. BuK! Breitschuh & Kock GmbH, Hamburg, Germany (2017). ISBN: 978-3-936310-43-6

5. Bakroon, M., Daryaei, R., Aubram, D., Rackwitz, F.: Implementation and validation of an advanced hypoplastic model for granular material behavior. In: 15th International LS-DYNA® Users Conference, p. 12. Detroit, Michigan, USA (2018a)

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