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Zur Einbringung und zum Tragverhalten von kombinierten Spundwänden von Ufereinfassungen
Citation Link: https://doi.org/10.15480/882.8634
Publikationstyp
Doctoral Thesis
Date Issued
2023
Sprache
German
Author(s)
Beuße, Jannik
Herausgeber*innen
Advisor
Referee
Title Granting Institution
Technische Universität Hamburg
Place of Title Granting Institution
Hamburg
Examination Date
2023-09-15
Institute
TORE-DOI
First published in
Number in series
59
Citation
Technische Universität Hamburg (2023)
Publisher
Technische Universität Hamburg, Institut für Geotechnik und Baubetrieb
ISBN
978-3-936310-61-0
Peer Reviewed
true
This work examines by means of Model and field tests as well as numerical simulations the installation process of king piles of combined sheet pile walls, the earth pressure distribution as well as the consideration of the soil as a resistance in the proof of stability. A numerical substitute model is developed, which takes the interaction between the ram guide, the king pile as well the ground into account and is able to simulate the entire installation process. The spatial load-bearing behavior is described with an Arch factor between the king piles and the intermediate piles. An estimate of the torsional spring stiffness is provided for cohesive soils and the consideration in the stability verification is presented.
Subjects
Combined sheet pile wall
Installation process
Spatial bearing behavior
Load distribution
Waterfront structures
DDC Class
620: Engineering
690: Building, Construction
Funding Organisations
Forschungsvereinigung Stahlanwendungen e. V. (FOSTA)
Publication version
publishedVersion
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Name
diss_2023_beusse_final_opt.pdf
Size
72.65 MB
Format
Adobe PDF