Lj. Whitworth et N. Thomson, THE DESIGN, CONSTRUCTION AND LOAD TESTING OF STARSOL PILES, PERTH, SCOTLAND, Proceedings of the Institution of Civil Engineers. Geotechnical engineering, 113(4), 1995, pp. 233-241
Citations number
21
Categorie Soggetti
Engineering, Civil
Journal title
Proceedings of the Institution of Civil Engineers. Geotechnical engineering
Starsol method of pile construction had only been used on one previous
occasion in the UK when the technique was chosen to construct the fou
ndations for Hydro Electric plc's new corporate office on Dunkeld Road
, Perth, in Scotland, In order to confirm that the piles could be safe
ly constructed in the soils beneath the site, a preliminary trial pile
was constructed and load tested prior to start of the main piling wor
ks. The results of the trial pile indicated that the piles could carry
more load than was envisaged at design stage and, therefore, further
investigation into the capacity of these piles in the soils beneath th
e site was justified. This paper describes the original design of the
piles for the site, the construction and testing of the preliminary tr
ial pile and investigates the potential reasons for underestimating th
e capacity of the piles at the design stage.