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Analysis of the Barrette Load Investigation of the Tallest Building in European Union

Author(s):

Medium: journal article
Language(s): English
Published in: Archives of Civil Engineering, , n. 4, v. 64
Page(s): 281-292
DOI: 10.2478/ace-2018-0057
Abstract:

The paper presents a static load test of a pile with the largest vertical load in Poland to-date up to the force of 23000 kN. The test was performed in the centre of Warsaw on the construction site of a future high-rise building to be the tallest building in European Union. The designed building height measured from the ground level is 310 meters including an 80-metre mast. The foundation of the building was designed as a Combined Piled Raft Foundation (CPRF) utilising the barrettes and diaphragm walls technology. The test was carried out on barrettes with lengths of approx. 28 and 34 m and was aimed to estimate the stiffness (load-settlement relation) of the designed 17.5 metre-long barrette situated below the foundation level. In addition to that a series of extensometric sensors was placed inside the barrette to determine the distribution of the axial force.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.2478/ace-2018-0057.
  • About this
    data sheet
  • Reference-ID
    10476711
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020
 
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