TY - JOUR T1 - BEARING CAPACITY ASSESSMENT OF SUBSOIL IN UNDRAINED CONDITIONS UNDER PAD FOUNDATION SUBJECTED TO INCLINED LOAD ACCORDING TO EUROCODE 7 A1 - Zbigniew Lechowicz A1 - Dariusz Kiziewicz A1 - Grzegorz WrzesiƄski JO - Acta Sci. Pol. Architectura} VL - 12 IS - 3 SP - 12 Y1 - 2013 UR - https://www.architectura.actapol.net/volume12/issue3/_3_.pdf SN - 1644-0730 KW - pad foundation, bearing capacity, Eurocode 7, ultimate limit states AB - This paper presents the bearing capacity analysis of overconsolidated cohesive soils under pad foundation subjected to inclined load in undrained conditions. Calculations were performed for the inclined load of pad foundation by permanent vertical load. The values of eccentricity are equal to 0, 1/12B and 1/6B. Numerical calculations were carried out using finite element method in Plaxis program with the use of characteristic values of parameters, action and resistance. Comparative calculations according to Eurocode 7 and standard PN-81/B-03020 rules were made using characteristic and design values of parameters. ER -