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Screw displacement pile technology is relatively new and is still being developed. A specific characteristic of those piles is their very considerable influence on soil properties during the installation, which renders classical bearing capacity calculation methods insufficient. Some methods for calculating the bearing capacity of screw displacement piles have already been presented in literature, for example, by Bustmante and Gianesselli , , Van Impe , , Maertens and Huybrechtsdoi:10.2478/sgm041204 fatcat:a4gdp7jo6jb5rhtegz3iqtteje