CDM Amann Infutec Consult AG & Co. KG, Ober-Ramst?dter Strasse 42, 64367 Mühltal, Germany; formerly, Visiting Researcher, Centre for Offshore Foundation Systems, The Univ. of Western Australia, WA?6009, Crawley, Australia.
Abstract:
Based on a numerical study by means of three-dimensional finite-element analysis, this paper discusses investigations of the bearing behavior of piled rafts in overconsolidated clay. It is shown that the interaction between piles and rafts is a major influence. The potential savings of an optimized foundation design are demonstrated for a simple example.