Please use this identifier to cite or link to this item: https://doi.org/10.15480/882.3582
Publisher DOI: 10.1088/1755-1315/727/1/012024
Title: Investigation on the rotational bedding of king piles on the basis of model tests
Language: English
Authors: Beuße, Jannik 
Grabe, Jürgen 
Issue Date: 20-Apr-2021
Publisher: Institute of Physics
Source: Baltic Sea Region Geotechnical Conference (2021)
Journal: IOP conference series, Earth and environmental science 
Abstract (english): 
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.
Conference: 14th Baltic Sea Region Geotechnical Conference 2021 
URI: http://hdl.handle.net/11420/9641
DOI: 10.15480/882.3582
ISSN: 1755-1315
Institute: Geotechnik und Baubetrieb B-5 
Document Type: Chapter/Article (Proceedings)
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.
License: CC BY 3.0 (Attribution) CC BY 3.0 (Attribution)
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