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

Grzegorz Marek Kacprzak , Seweryn Bodus

Abstract

AbstractThe 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.
Author Grzegorz Marek Kacprzak (FCE / IRB)
Grzegorz Marek Kacprzak,,
- The Institute of Roads and Bridges
, Seweryn Bodus
Seweryn Bodus,,
-
Journal seriesArchives of Civil Engineering, [Archiwum Inżynierii Lądowej], ISSN 1230-2945, (B 15 pkt)
Issue year2018
Vol64
No4
Pages281-292
Publication size in sheets0.55
Keywords in EnglishPiled-raft foundation, barette, base injection, extensometer
ASJC Classification2205 Civil and Structural Engineering
DOIDOI:10.2478/ace-2018-0057
Languageen angielski
File
[12302945 - Archives of Civil Engineering] Analysis of the Barrette Load Investigation of the Tallest Building in European Union.pdf 1.35 MB
Score (nominal)15
ScoreMinisterial score = 15.0, 05-09-2019, ArticleFromJournal
Publication indicators Scopus SNIP (Source Normalised Impact per Paper): 2016 = 0.623
Citation count*
Cite
Share Share

Get link to the record


* presented citation count is obtained through Internet information analysis and it is close to the number calculated by the Publish or Perish system.
Back