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  4. Investigation on the rotational bedding of king piles on the basis of model tests
 
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Investigation on the rotational bedding of king piles on the basis of model tests

Citation Link: https://doi.org/10.15480/882.3582
Publikationstyp
Conference Paper
Date Issued
2021-04-20
Sprache
English
Author(s)
Beuße, Jannik 
Grabe, Jürgen  
Institut
Geotechnik und Baubetrieb B-5  
TORE-DOI
10.15480/882.3582
TORE-URI
http://hdl.handle.net/11420/9641
Journal
IOP conference series, Earth and environmental science  
Volume
727
Issue
1
Article Number
012024
Citation
Baltic Sea Region Geotechnical Conference (2021)
Contribution to Conference
14th Baltic Sea Region Geotechnical Conference 2021  
Publisher DOI
10.1088/1755-1315/727/1/012024
Scopus ID
2-s2.0-85105292010
Publisher
Institute of Physics
Rising world trade and the following consolidation of material flows cause a growing need for bigger bulk carriers. Therefore, the quay walls of the harbours need to be adjusted to realize the depth of the channels. Combined sheet pile walls are used to build quay walls. They consist out of up to 45 m long H-shaped beams and Z-shaped intermediate piles. As a result of the loads, which cause normal forces and bending moments, the stability of the slender profiles is endangered, whereby the deflection of the profile head and the embedding in the soil plays an important role. With the introduction of the standards of DIN EN 1993-5:2010-12 [1] in connection with DIN EN 1993-1-1:2010-12 [2] the proofing of combined walls needs to be done under combination of the resistance against flexural buckling and lateral-torsional buckling. For that reason the rotational resistance of the soil must be considered in order to ensure an economical design. The rotational bedding in cohesive soil is different from that in noncohesive soil and was investigated by laboratory tests as well as by numerical simulations. The results of a FOSTA / aif project with the goal of optimizing the stability procedure of combined walls are be presented.
DDC Class
530: Physik
550: Geowissenschaften
600: Technik
More Funding Information
The IGF project 19937 / 1327 "Optimized design of combined steel sheet pile walls for the installation process and the final state" of FOSTA - Forschungsvereinigung Stahlanwendung e. V., Düsseldorf, is funded via the AiF within the framework of the programme for the funding of joint industrial research (IGF) by the Federal Ministry of Economics and Energy on the basis of a resolution of the German Bundestag.
Publication version
publishedVersion
Lizenz
https://creativecommons.org/licenses/by/3.0/
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