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Grundbau und Bodenmechanik Dr.-Ing. Daniel Aubram

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Dr.-Ing. Daniel Aubram

Secr. TIB1-B7
Gustav-Meyer-Allee 25
13355 Berlin, GERMANY

Building 13b, Room 486
Phone: (+49 30) 314 - 72 351

 

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ORCID: 0000-0002-2648-9516

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Curriculum Vitae

04/2016-Present
Senior Research Associate and Lecturer (tenured), Chair of Soil Mechanics and Geotechnical Engineering, TU Berlin
06/2015-08/2015
Visiting Scholar, Department of Structural Engineering, University of California, San Diego, USA
02/2014-03/2016
Postdoctoral Researcher, Chair of Soil Mechanics and Geotechnical Engineering, TU Berlin
February 2014
Dr.-Ing. with highest distinction, TU Berlin
06/2004-02/2014
Research Associate and Teaching Assistant, Chair of Soil Mechanics and Geotechnical Engineering, TU Berlin
April 2004
Dipl.-Ing. in Civil Engineering, TU Berlin

Teaching

  • Soil Mechanics and Foundation Engineering I, II (B.Sc.)
  • Special Topics in Geotechnical Engineering (M.Sc.)
  • Soil Dynamics (M.Sc.)
  • Numerical Methods in Geotechnical Engineering (M.Sc.)
  • Geotechnical Laboratory (M.Sc.)
  • Geotechnical Seminar (M.Sc.)

Responsibilities: lectures, exercises, grading and administering homeworks, tests, and exams.

Research Interests

  • Computational geomechanics
  • Arbitrary Lagrangian-Eulerian (ALE) methods
  • Continuum mechanics of heterogeneous mixtures
  • Multiphase and multimaterial flows
  • Soils, granular materials, and suspensions

Research Projects

  • VISSKA - Measurement, modelling and evaluation of the vibratory pile driving process, its noise emissions and its effects on harbour porpoises in the OWF "KASKASI II". Funding: BMWi (Joint Research together with RWE, University Stuttgart, itap, and BioConsult SH), since 2021
  • VERBATIM - Verification of Buckling Assessment and Behaviour in Large Monopiles. Funding: BMWi (Joint Research together with BAM and Jörss-Blunck-Ordemann), since 2020
  • Investigation of Deep Vibro Compaction in Sand to Optimize Design and Installation Quality Concerning Effectiveness, Prediciton, and Control of the Achieved Soil Compaction. Funding: DFG (Grant RA 1619/3-1, Joint Research Project together with KIT and Keller Holding GmbH), since 2017
  • CAFE - Cyclic and Near Field Effects of Vibratory Driving in Sand. Funding: Innogy SE (Joint Research together with University Stuttgart and GuD Consult GmbH), 2018-2019
  • BUMP - Buckling Assessment Methods for Monopiles. Funding: Carbon Trust (Joint Research together with BAM and Jörss-Blunck-Ordemann), 2018
  • VibroPile II - Scaled Testing of Vibration in Medium to very Dense Sands. Funding: Innogy SE (Joint Research together with University Stuttgart and GuD Consult GmbH), 2016
  • Numerical Modeling of Vibro-Injection Pile Installation. Funding: DFG (Grants SA 310/26-1, SA 310/26-2, Subproject 5 of DFG Research Unit FOR 1136 GeoTech "Holistic Simulation of Geotechnical Installation Processes"), 2009-2017
  • Reformulation and Extension of an Elasto-Plastic Constitutive Equation for Sand Considering Cyclic Loading and Finite Deformations. Funding: DFG (Grants SA 310/27-1, SA 310/27-2), since 2011
  • Arbitrary Lagrangian-Eulerian Formulation of Finite Elements for the Simulation of Penetration Processes in Sandy Soil. Funding: DFG (Grants SA 310/21-1, SA 310/21-2), 2006-2011

Ombudsperson for Doctoral Candidates

In 2019, I have been appointed as ombudsperson for doctoral candidates at the Faculty VI - Planning Building Environment at TU Berlin (Promotionsbeauftragter). More information can be found here: Link

Scientific Community and Other Activities

  • Member of the German Association for Computational Mechanics (GACM)
  • Member of the International Association for Computational Mechanics (IACM)
  • Member of the German Geotechnical Society (DGGT)
  • Member of the Berlin International Graduate School in Model and Simulation based Research (BIMoS)
  • Deputy member of the Institute Council at the Institute of Civil Engineering at TU Berlin (Institutsrat Bauingenieurwesen), since 2019
  • Deputy member of the Teaching Committee at the Institute of Civil Engineering at TU Berlin (Ausbildungskommission Bauingenieurwesen), 2006-2013
  • Member and secretary of the search procedure for the Chair of Computer Science in Construction at TU Berlin (Berufungskommission Bauinformatik), 2005-2007
  • Secretary of the Teaching Conference in Civil Engineering at TU Berlin (Lehrkonferenz Bauingenieurwesen), 2007-2010
  • Reviewer for Journals: 

    • Int. J. for Numerical and Analytical Methods in Geomechanics Link
    • Journal of Geotechnical and Geoenvironmental Engineering Link
    • Soil Dynamics and Earthquake Engineering Link
    • Journal of Computational Physics Link
    • Computational Mechanics Link
    • Computational Particle Mechanics Link
    • Computers and Fluids Link

Publications

Monographs

D. Aubram. An Arbitrary Lagrangian-Eulerian Method for Penetration into Sand at Finite Deformation. Volume 62 of Veröffentlichungen des Grundbauinstitutes der Technischen Universität Berlin. Shaker, Aachen, 2013 (Doctoral Thesis) Link

D. Aubram. Differential Geometry Applied to Continuum Mechanics. Volume 44 of Veröffentlichungen des Grundbauinstitutes der Technischen Universität Berlin. Shaker, Aachen, 2009 Link

Papers in Peer-Reviewed Journals

M. Bakroon, R. Daryaei, D. Aubram, F. Rackwitz. Investigation of mesh improvement in multi-material ALE formulations using geotechnical benchmark problems. International Journal of Geomechanics 20(8): 04020114, 2020. doi:10.1061/%28ASCE%29GM.1943-5622.0001723 Link

R. Daryaei, M. Bakroon, D. Aubram, F. Rackwitz. Numerical evaluation of the soil behavior during pipe-pile installation using impact and vibratory driving in sand. Soil Dynamics and Earthquake Engineering 134:106177, 2020. doi:10.1016/j.soildyn.2020.106177 Link

D. Aubram. Explicitly coupled consolidation analysis using piecewise constant pressure. Acta Geotechnica 15:1031-1037, 2020. doi:10.1007/s11440-019-00792-z Link

M. Bakroon, R. Daryaei, D. Aubram, F. Rackwitz. Numerical evaluation of buckling in steel pipe piles during vibratory installation. Soil Dynamics and Earthquake Engineering 122:327-336, 2019. doi:10.1016/j.soildyn.2018.08.003 Link

D. Aubram. Homogeneous equilibrium model for geomechanical multi-material flow with compressible constituents. Journal of Non-Newtonian Fluid Mechanics 232:88-101, 2016. doi:10.1016/j.jnnfm.2016.04.001 Link

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

D. Aubram, F. Rackwitz, P. Wriggers, S. A. Savidis. An ALE method for penetration into sand utilizing optimization-based mesh motion. Computers and Geotechnics 65:241-249, 2015. doi:10.1016/j.compgeo.2014.12.012 Link

S. A. Savidis, D. Aubram, F. Rackwitz. Arbitrary Lagrangian-Eulerian finite element formulation for geotechnical construction processes. Journal of Theoretical and Applied Mechanics 38(1–2):165–194, 2008 Link

Chapters in Books

R. Daryaei, M. Bakroon, D. Aubram, F. Rackwitz. Numerical investigation of the frequency influence on soil characteristics during vibratory driving of tubular piles. In H. Shehata and C. S. Desai (eds.): Advances in Numerical Methods in Geotechnical Engineering (Proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, 2018, Cairo, Egypt), Springer International Publishing, Cham, pages 48-61, 2019. doi:10.1007/978-3-030-01926-6_3 Link

M. Bakroon, R. Daryaei, D. Aubram, F. Rackwitz. Multi-material arbitrary Lagrangian-Eulerian and coupled Eulerian-Lagrangian methods for large deformation geotechnical problems. In A. S. Cardoso et al. (eds.): Numerical Methods in Geotechnical Engineering IX (Proceedings 9th European Conference on Numerical Methods in Geotechnical Engineering - NUMGE 2018), CRC Press, London, pages 673–681, 2018 Link

D. Aubram, F. Rackwitz, S. A. Savidis. Contribution to the non-Lagrangian formulation of geotechnical and geomechanical processes. In Th. Triantafyllidis (ed.): Holistic Simulation of Geotechnical Installation Processes: Theoretical Results and Applications, pages 53-100, Springer International Publishing, 2017. Link

D. Aubram, S. A. Savidis, F. Rackwitz. Theory and numerical modeling of
geomechanical multi-material flow. In Th. Triantafyllidis (ed.): Holistic Simulation of Geotechnical Installation Processes: Benchmarks and Simulations, pages 187-229, Springer International Publishing, 2016. Link

D. Aubram, F. Rackwitz, S. A. Savidis. Vibro-injection pile installation in sand: part I--Interpretation as multi-material flow. In Th. Triantafyllidis (ed.): Holistic Simulation of Geotechnical Installation Processes: Numerical and Physical Modelling, pages 73-102, Springer International Publishing, 2015. Link

S. A. Savidis, D. Aubram, F. Rackwitz. Vibro-injection pile installation in sand: part II--Numerical and experimental investigation. In Th. Triantafyllidis (ed.): Holistic Simulation of Geotechnical Installation Processes: Numerical and Physical Modelling, pages 103-131, Springer International Publishing, 2015. Link

S. A. Savidis, D. Aubram. Lagrange-Euler Formulierungen in der Bodenmechanik. In T. Schanz, A. Hettler (eds.): Aktuelle Forschung in der Bodenmechanik 2015, pages 29-46, Springer-Verlag Berlin Heidelberg, 2015 (in German). doi:10.1007/978-3-662-45991-1_2 Link

D. Aubram, F. Rackwitz, S. A. Savidis. An ALE finite element method for cohesionless soil at large strains: Computational aspects and applications. In T. Benz, S. Nordal (eds.): Proceedings 7th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2010), CRC Press, Boca Raton, pages 245–250, 2010 Link

Papers in Proceedings and Other Publications

M. Wotzlaw, D. Aubram, F. Rackwitz. Untersuchung der Fluidisierungszone bei der Rütteldruckverdichtung. Tagungsband DGGT Fachsektionstage Geotechnik - Interdisziplinäres Forum, Würzburg, Germany, pages 334-339, 2019 Link

R. Daryaei, M. Bakroon, D. Aubram, F. Rackwitz. Numerical evaluation of the soil behavior during impact driving of pipe-piles. In D. Ülgen et al. (eds.): Proceedings of the 1st Mediterranean Young Geotechnical Engineers Conference, Mugla, Turkey, pages 133-140, 2019 Link

M. Bakroon, R. Daryaei, D. Aubram, F. Rackwitz. Numerical evaluation of the pipe-pile buckling during vibratory driving in sand. In D. Ülgen et al. (eds.): Proceedings of the 1st Mediterranean Young Geotechnical Engineers Conference, Mugla, Turkey, pages 109-116, 2019 Link

M. Bakroon, R. Daryaei, D. Aubram, F. Rackwitz. Implementation and validation of an advanced hypoplastic model for granular material behavior. 15th International LS-DYNA Users Conference, Detroit, Michigan, USA, 2018 Link

M. Bakroon, R. Daryaei, D. Aubram, F. Rackwitz. Arbitrary Lagrangian-Eulerian finite element formulations applied to geotechnical problems. In J. Grabe (ed.): Conference Proceedings of Workshop on Numerical Methods in Geotechnics 2017, Hamburg, Germany, pages 33-44, 2017 Link

D. Aubram. Notes on rate equations in nonlinear continuum mechanics. arXiv e-prints, 1709.10048 [physics.class-ph], 2017 Link

M. Bakroon, D. Aubram, F. Rackwitz. Geotechnical large deformation numerical analysis using implicit and explicit integration. In: Proceedings 3rd International Conference on New Advances in Civil Engineering (ICNACE), April 28-29, 2017, Helsinki, Finland, pages 26–36, 2017 Link

D. Aubram. Numerische Verfahren in der Geotechnik. Lecture Notes, Technische Universität Berlin, 2016 (in German) Link

D. Aubram. Optimization-based smoothing algorithm for triangle meshes over arbitrarily shaped domains. arXiv e-prints, 1410.5977 [cs.NA], 2014 Link

S. A. Savidis, C. Carow, D. Aubram. Zur Modellierung der Verflüssigung von Sandböden. In W. Kudla (ed.): Beiträge zum 2. Kolloquium Bodenverflüssigung bei Kippen des Lausitzer Braunkohlebergbaus, June 26-27, 2014, Freiberg, Germany, pages 167–178, 2014 (in German) Link

D. Aubram. Über die Berücksichtigung großer Bodendeformationen in numerischen Modellen. In I. Herle (ed.): Ohde-Kolloquium 2014 - Aktuelle Themen der Geotechnik, March 26, 2014, Dresden, Germany, pages 109–122, 2014 (in German) Link

C. Carow, D. Aubram, S. A. Savidis. Aspekte der Modellierung von Sandböden unter zyklischen Einwirkungen als Zweiphasensystem, pages 173–188. Volume 63 of Veröffentlichungen des Grundbauinstitutes der Technischen Universität Berlin. Shaker, Aachen, 2013 (Institute Series; in German) Link

S. A. Savidis, D. Aubram, C. Carow, R. Glasenapp, W. Schepers. Theoretical and experimental research on liquefaction susceptibility of sand. In C. Adam et al. (eds.): Vienna Congress on Recent Advances in Earthquake Engineering and Structural Dynamics 2013 (VEESD 2013), August 28-30, 2013, Vienna, Austria, paper 294, 2013 Link

D. Aubram, F. Rackwitz, S. A. Savidis. A multi-material ALE method for vibro-injection pile installation in saturated sand. In: Proceedings 6th European Conference on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2012), September 10-14, 2012, Vienna, Austria, abstract 1725, 2012 (extended abstract) Link

S. A. Savidis, D. Aubram, C. Carow, R. Glasenapp, F. Kirsch, T. Richter. Theoretische und experimentelle Untersuchungen zum Verflüssigungsverhalten von Sand. In W. Kudla (ed.): Beiträge zum 1. Kolloquium Bodenverflüssigung bei Kippen des Lausitzer Braunkohlebergbaus, June 14-15, 2012, Freiberg, Germany, pages 188–200, 2012 (in German) Link

D. Aubram, S. A. Savidis. On mesh smoothing and material advection for modelling pile installation in sand. In: Proceedings IVth European Conference on Computational Mechanics (ECCM 2010), May 16-21, 2010, Paris, France, abstract 1168, 2010 (extended abstract) Link

D. Aubram, F. Rackwitz, S. A. Savidis. Computation of soil penetration at finite strains by using arbitrary Lagrangian-Eulerian methods. In: Proceedings 12th International Conference of the International Association for Computer Methods and Advances in Geomechanics (12IACMAG), October 1-6, 2008, Goa, India, pages 193–202, 2008 Link

S. A. Savidis, D. Aubram, F. Rackwitz. Ein Arbitrary Lagrangian-Eulerian Finite Elemente Modell mit hypoplastischem Stoffgesetz für Penetrationsprozesse in Sand. In T. Triantafyllidis (ed.): Tagungsband Geomechanik Kolloquium Karlsruhe (GKK08): Grundlagen und Anwendungen der Geomechanik, Teil 2 - Bodenmechanik und Grundbau. July 24-25, 2008, Karlsruhe, Germany, pages 109–124, 2008 (in German) Link

D. Aubram, S. A. Savidis, F. Rackwitz. Application of operator-split ALE methods to large deformation problems in granular soil. In: Proceedings Joint 8th World Conference on Computational Mechanics (WCCM8) and 5th European Conference on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2008), June 30 - July 4, 2008, Venice, Italy, abstract 1764, 2008 (extended abstract) Link

S. A. Savidis, D. Aubram, F. Rackwitz, W. Schepers. Numerische Modellierung des mechanischen Verhaltens von Sand unter zyklischer Belastung und ihre Anwendung im Erdbebeningenieurwesen. In P. Ruge and W. Graf (eds.): Tagungsband 10. Dresdner Baustatik-Seminar: Neue Bauweisen - Trends in Statik und Dynamik, September 29, 2006, Dresden, Germany, pages 489–502, 2006 (in German) Link

D. Aubram. Arbitrary Lagrangian-Eulerian Finite Elemente Formulierung für Eindringvorgänge in Sandböden. In: Tagungsband Spezialsitzung 'Forum für junge Geotechnik-Ingenieure', 29. Baugrundtagung 2006, September 27-29, 2006, Bremen, Germany, pages 10–13, 2006 (in German) Link

S. A. Savidis, D. Aubram, F. Rackwitz, W. Schepers. Numerical simulation of earthquake-induced phenomena in sand. In: Proceedings First European Conference on Earthquake Engineering and Seismology (ECEES). September 3-8, 2006, Geneva, Switzerland, paper 376, 2006 Link

S. A. Savidis, D. Aubram, F. Rackwitz, W. Schepers. Non-linear constitutive equations for sand under cyclic loading and application to geotechnical earthquake engineering. In G. Gazetas et al. (eds.): Proceedings 1st Greek-Japan Workshop: Seismic Design, Observation and Retrofit of Foundations, October 11-12, 2005, Athens, Greece, pages 367–373, 2005 Link

Talks

Contribution to the Non-Lagrangian Formulation of Geotechnical and Geomechanical Processes. 5th International Workshop GEOTECH - Holistic Simulation of Geotechnical Installation Processes, Karlsruhe, Germany, February 23, 2017

Theory and Numerical Modeling of Geomechanical Multi-Material Flow. 4th International Workshop GEOTECH - Holistic Simulation of Geotechnical Installation Processes, Karlsruhe, Germany, December 7, 2015

An MMALE Method for Applications in Geomechanics and Geotechnical Engineering. Department of Structural Engineering, Jacobs School of Engineering, University of California, San Diego, USA, June 1, 2015

Multi-Material ALE Method for Large Deformation Geotechnical Problems. Chair of Foundation Engineering, Soil and Rock Mechanics, Ruhr-Universität Bochum, Germany, October 27, 2014 

Über die Berücksichtigung großer Bodendeformationen in numerischen Modellen. Ohde-Kolloquium 2014 - Aktuelle Themen der Geotechnik, Dresden, Germany, March 26, 2014 (Invited Talk, in German)

Multi-Material Elements in ALE Methods for Geotechnical Problems. 3rd International Workshop GEOTECH - Holistic Simulation of Geotechnical Installation Processes, Karlsruhe, Germany, March 6, 2014

Eine ALE Methode für die Penetration in Sand unter Berücksichtigung großer Verformungen. Doctoral Dissertation Defense, Berlin, Germany, December 12, 2013 (in German)

Numerical and Experimental investigation of Vibro-Injection Pile Installation in Sand. 2nd International Workshop GEOTECH - Holistic Simulation of Geotechnical Installation Processes, Karlsruhe, Germany, December 4, 2012

A Multi-Material ALE Method for Vibro-Injection Pile Installation in Saturated Sand. 6th European Conference on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2012), Vienna, Austria, September 13, 2012

Allgemeine Lagrange-Euler (ALE) Finite Elemente Methoden für bodenmechanische Problemstellungen. Bodenkundliches Kolloquium, Berlin, Germany, June 26, 2012 (Invited Talk, in German)

Investigation of Vibro-Injection Pile Installation in Sand. Part I: Numerical Simulation by Multi-Material Methods. International Workshop GEOTECH - Holistic Simulation of Geotechnical Installation Processes, Karlsruhe, Germany, November 24, 2011

An ALE Finite Element Method for Cohesionless Soil at Large Strains: Computational Aspects and Applications. 7th European Conference on Numerical Methods in Geotechnical Engineering (NUMGE 2010), Trondheim, Norway, June 3, 2010

On Mesh Smoothing and Material Advection For Modelling Pile Installation in Sand. IVth European Conference on Computational Mechanics (ECCM 2010), Paris, France, May 19, 2010

Application of Operator-Split ALE Methods to Large Deformation Problems in Granular Soil. Joint 8th World Conference on Computational Mechanics (WCCM8) and 5th European Conference on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2008), Venice, Italy, July 3, 2008

Arbitrary Lagrangian-Eulerian (ALE) Formulation of Finite Elements for Construction Processes in Sand. DAAD Workshop in a project-linked exchange of academics and scientists (PPP), The University of Hong Kong (HKU), China, December 7, 2006

Arbitrary Lagrangian-Eulerian Finite Elemente Formulierung für Eindringvorgänge in Sandböden. Spezialsitzung 'Forum für junge Geotechnik-Ingenieure', 29. Baugrundtagung 2006, Bremen, Germany, September 27, 2006 (in German)

A Critical State Model for Sand Using the Concept of State-Dependent Dilatancy. IKYDA Workshop, National Technical University of Athens (NTUA), Greece, December 6, 2004

Numerical Analysis of Soil-Pile Interaction in Sand Using Non-linear Constitutive Soil Models. The First Germany-Japan Workshop on Geotechnical Earthquake Engineering and Soil Dynamics Advanced Pile Foundation System, Berlin, Germany, September 13, 2004 (together with S. A. Savidis and F. Rackwitz)

Supervised / Reviewed Student Projects and Theses

P. Schnabel. Rheologische Modellierung von trockenen und fluidgesättigten granularen Materialien. TU Berlin, 2020

A. Holtmeier. Numerical investigation of cyclic behaviour of monopile foundation considering the installation process. TU Berlin, 2020

M. Altmann. Bildgebende Messverfahren und ihre Anwendung in der Bodenmechanik und Geotechnik. TU Berlin, 2019

J. Ramírez Rodríguez. Numerische Untersuchung des hochzyklischen Tragverhaltens von Monopile-Gründung mit Berücksichtigung des Installationsvorgangs. TU Berlin, 2019

T. M. Vu Pham. Vergleich unterschiedlicher Software-Codes der digitalen Bildkorrelation für die Anwendung in der Geotechnik. TU Berlin, 2018

L. Plaul. Anwendung der digitalen Bildkorrelation im Bereich der Geotechnik für statische, zyklische und dynamische Prozesse. TU Berlin, 2017

C. Knoch. Adaption und Verifikation eines Programmes zur Simulation geotechnischer Elementversuche. TU Berlin, 2017

K. L. Moschik. Numerische Simulation von Baugrundverbesserungen in organischen Böden. TU Berlin, 2017

L. Münch. Tragverhalten zyklisch axial belasteter Pfähle: Erweiterung des Verfahrens nach Kirsch-Richter für mehrschichtige Böden. TU Berlin, 2017

M. Wotzlaw. Entwicklung eines impliziten Spannungspunktalgorithmus mit konsistentem Steifigkeitsoperator für das Stoffgesetz nach Li. TU Berlin, 2017

A. M. Munoz. Literaturauswertung zum Versagen granularer Säulen unter Eigengewicht auf einer horizontalen Ebene. TU Berlin, 2015

L. Heene. Development of a Simplified Model for Soil Structure Interaction of Piles in Clay. TU Berlin, 2014

J. Kirchner. Bestimmung der Schnittpolygone für die Interface-Rekonstruktion in unstrukturierten Dreiecksnetzen. TU Berlin, 2014

Y. Zhang. Visualisierung von orts- und zeitabhängigen physikalischen Daten mit Paraview. TU Berlin, 2013

P. Hoyer. Zur Interpretation von Drucksondierungen in rolligen Böden. TU Berlin, 2013

M. Büchler. Qualitative Untersuchung bodenmechanischer Phänomene während der Herstellung von Rüttelinjektionspfählen mittels Particle Image Velocimetry. TU Berlin, 2013

Ch. Carow. Das MINI-Element für Fluid-Kornstruktur-gekoppelte Problemstellungen. TU Berlin, 2012

A. Adam. Tragverhalten und Bemessungsmodelle für die Gründung von Offshore–Hubplattformen. TU Berlin, 2012

O. Beyer. Erweiterung und Optimierung eines Modellversuchsstandes für die Simulation der Rüttelinjektionspfahlherstellung. TU Berlin, 2012

D. Noack. Anwendung der digitalen Bildkorrelation auf Modellversuche zur Herstellung von Rüttelinjektionspfählen. TU Berlin, 2011

T. Schulz. Konzeption und Realisierung eines kleinmaßstäblichen Modellversuchsstandes für die Herstellung von Rüttelinjektionspfählen. TU Berlin, 2011

Ch. Carow. Anwendung der PIV Methode zur Quantifizierung der Bodenbewegungen bei Pfahleindringung auf der Grundlage kleinmaßstäblicher Modellversuche in Sand. TU Berlin, 2009

M. Vierhaus. Modellversuche zur Pfahleindringung in Sand unter Anwendung der PIV-Methode. TU Berlin, 2007

L. Keller. Algorithmen für die numerische Umsetzung der Arbitrary Lagrangian-Eulerian Formulierung in der Bodenmechanik. TU Berlin, 2007

P. Degebrodt. Numerische Simulation von Pfahlprobebelastungen in Hongkong mit einem hypoplastischen Stoffgesetz. TU Berlin, 2007

Ch. Eichstädt. Untersuchung der Eindringung von Modellpfählen mit der PIV-Methode. TU Berlin, 2006

M. Weis. A Numerical Investigation of Pile Shaft Performance in Conventional Static Tension Tests and Osterberg Cell Tests. TU Berlin, 2006

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