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The document presents a study on the settlement and deformation of a three-storey apartment building supported by precast concrete piles over a three-year period in Uppsala, Sweden. Monitoring revealed that water infiltration successfully prevented significant groundwater table lowering, resulting in negligible ground surface settlement and minimal pile deformation. The study highlights the effects of negative skin friction on pile loads and the importance of monitoring during construction to assess foundat

Author

m.sc.abdilmoezelgarf

Language

EN