This paper presents the results of calculations of bearing capacity of soils for selected pad foundations of Water Center building of Warsaw University of Life Sciences - SGGW, based on polish standard and Eurocode 7. The calculations show that procedure based on methodology shown in both standards leads to different results. The cause of this state are differences in values and way of taking into account of partial factors and differences in values of particular factors used in formula for calculation of overall value of bearing resistance of soil.

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