Construction Of A New Quay Wall For A Sea Tank Terminal In The Port Of Antwerp

Deep Foundations Institute
Stefan Mewes
Organization:
Deep Foundations Institute
Pages:
7
File Size:
820 KB
Publication Date:
Sep 1, 2022

Abstract

Europe’s second-largest seaport has installed a new combi wall consisting of pipe piles, sheet piles and inclined shaft grouted piles to support it. The new Liebherr piling rig with swinging leader was used to drive shaft grouted piles into a very dense soil layer of sand with glauconite. The 60 m Liebherr swinging leader was suspended at an inclination of 45° via a suspension frame and suspension ropes from the crawler crane. This inclined installation of shaft grouted piles via freely hanging swinging leader, as used for this project, is unique in Belgium. Moreover, the pile length of 43 m is a novelty for this type of pile. Shaft grouted piles consist of a steel profile with a separate box-like pile shoe with an open top. A thin grout is injected via an injection pipe during driving and emerges just above the pile shoe. As the pile is driven further down, so compressing the ground, the space above the pile foot is immediately filled with grout under pressure. This piling system is ideally suited for the transfer of high tensile loadings. It is a method to increase geotechnical load-bearing capacity and to reduce negative skin friction during pile driving.
Citation

APA: Stefan Mewes  (2022)  Construction Of A New Quay Wall For A Sea Tank Terminal In The Port Of Antwerp

MLA: Stefan Mewes Construction Of A New Quay Wall For A Sea Tank Terminal In The Port Of Antwerp. Deep Foundations Institute, 2022.

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