Deep foundation for high rise in tricky soil conditions and surroundings in Scandinavia – Walkthrough of various high‐rise projects from initial geology to final execution and everything in between.

  • Published In: Geomechanik und Tunnelbau, 2025, v. 18, n. 2. P. 112 1 of 3

  • Database: Academic Search Ultimate 2 of 3

  • Authored By: Lajer, Ronny; Klitgaard Person, Tobias; Strømgaard Hansen, Martin; Dambo Nielsen, Tine 3 of 3

Abstract

This report explores the challenges and innovative solutions associated with constructing deep foundations for high‐rise buildings in Scandinavia. The focus is on three projects: Lighthouse and Mindet 6 in Aarhus, Denmark and Karlatornet in Gothenburg, Sweden. Each project faces complex geotechnical conditions, requiring advanced engineering techniques. The report highlights the importance of early involvement in project planning, allowing for tailored solutions to geotechnical challenges. Per Aarsleff A/S employed value engineering techniques to optimize designs, ensuring both cost‐effectiveness and structural integrity. Test piles were crucial in validating foundation designs, offering real‐time data for precise calibration. The report emphasizes the important collaborative approach between engineers, clients, and other stakeholders, leading to innovative design solutions and successful project execution. The strategic use of advanced machinery, such as Aarsleff's Bauer BG55 drilling rig, underscores the technical prowess required for these projects. The report showcases how complex soil conditions and engineering hurdles were overcome through meticulous planning, technology, and continuous collaboration, setting a standard for high‐rise construction in challenging environments in Scandinavia. [ABSTRACT FROM AUTHOR]

Additional Information

  • Source:Geomechanik und Tunnelbau. 2025/04, Vol. 18, Issue 2, p112
  • Document Type:Article
  • Subject Area:Social Sciences and Humanities
  • Publication Date:2025
  • ISSN:1865-7362
  • DOI:10.1002/geot.202400073
  • Accession Number:184495001
  • Copyright Statement:Copyright of Geomechanik und Tunnelbau is the property of Wiley-Blackwell and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

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