Construction of a new Ikea store in Zagreb, Croatia required a foundation solution to address the poor ground conditions on site, including the risk posed by seismic events, as well as meeting the strict limits on differential movement. This paper describes how adoption of a displacement pile technique avoided generating large volumes of spoil that would otherwise require disposal, easing logistics at the site. The technique also avoided pile bore instability in the poor ground conditions with high groundwater levels. Provision of instrumentation on the piling rig, recording a range of parameters during pile installation, provided an effective control on the acceptability of each working pile constructed. By completing a number of test piles prior to the main piling works, which were also undertaken by the instrumented rigs, site-specific limits on the rig-recorded parameters were determined, enabling a check on the acceptability of each pile constructed.
Article navigation
August 2016
Editors
Research Article|
April 11 2016
Foundation design and construction for store in Zagreb, Croatia
Zeljko Cabarkapa, MSc, PhD, MICE, FGS;
Zeljko Cabarkapa, MSc, PhD, MICE, FGS
Managing Partner
Geotechnical Consulting Group, London, UK
Search for other works by this author on:
Phil Smith, BEng, MSc, ACGI, PhD, DIC
Phil Smith, BEng, MSc, ACGI, PhD, DIC
Associate Director
Geotechnical Consulting Group, London, UK (corresponding author: p.g.smith@gcg.co.uk)
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
February 13 2015
Accepted:
March 02 2016
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2016
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2016) 169 (4): 346–353.
Article history
Received:
February 13 2015
Accepted:
March 02 2016
Citation
Cabarkapa Z, Smith P (2016), "Foundation design and construction for store in Zagreb, Croatia". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 169 No. 4 pp. 346–353, doi: https://doi.org/10.1680/jgeen.15.00044
Download citation file:
New and popular articles
Suggested Reading
Briefing: Brexit – implications for the waste sector
Proceedings of the Institution of Civil Engineers - Waste and Resource Management (July,2016)
Channelling research funding into civil engineering
Proceedings of the Institution of Civil Engineers - Civil Engineering (November,2004)
Public–private partnerships in central and eastern Europe
Proceedings of the Institution of Civil Engineers - Management, Procurement and Law (August,2009)
Integrated modelling for river basin management planning
Proceedings of the Institution of Civil Engineers - Water Management (September,2011)
A review of road structure data in six European countries
Proceedings of the Institution of Civil Engineers - Urban Design and Planning (December,2011)
Related Chapters
Towards reliable and effective site investigations
Risk and Variability in Geotechnical Engineering
Random field characterisation of stress-normalised cone penetration testing parameters
Risk and Variability in Geotechnical Engineering
Geotechnical site investigation
Temporary Works Part Two: Further Principles of Design and Construction
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
