Full text available in Adobe Acrobat format:
http://www.architectura.actapol.net/volume12/issue3/12_3_51.pdf
Issue 12 (3) 2013 pp. 51–60
Zbigniew Lechowicz, Dariusz Kiziewicz, Grzegorz Wrzesiński
BEARING CAPACITY ASSESSMENT OF SUBSOIL IN UNDRAINED CONDITIONS UNDER PAD FOUNDATION SUBJECTED TO INCLINED LOAD ACCORDING TO EUROCODE 7
Keywords: pad foundation, bearing capacity, Eurocode 7, ultimate limit states
Abstract: 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.
For citation:
EndNote
BibTeX
RefMan
MLA | Lechowicz, Zbigniew, et al. "BEARING CAPACITY ASSESSMENT OF SUBSOIL IN UNDRAINED CONDITIONS UNDER PAD FOUNDATION SUBJECTED TO INCLINED LOAD ACCORDING TO EUROCODE 7." Acta Sci.Pol. Architectura 12.3 (2013): 51–60. |
APA | Lechowicz, Z. et al. (2013). BEARING CAPACITY ASSESSMENT OF SUBSOIL IN UNDRAINED CONDITIONS UNDER PAD FOUNDATION SUBJECTED TO INCLINED LOAD ACCORDING TO EUROCODE 7. Acta Sci.Pol. Architectura, 12 (3), 51–60 |
ISO 690 | Lechowicz, Zbigniew, Kiziewicz, Dariusz, Wrzesiński, Grzegorz. BEARING CAPACITY ASSESSMENT OF SUBSOIL IN UNDRAINED CONDITIONS UNDER PAD FOUNDATION SUBJECTED TO INCLINED LOAD ACCORDING TO EUROCODE 7. Acta Sci.Pol. Architectura, 2013, 12.3: 51–60. |
Streszczenie w języku polskim:
http://www.architectura.actapol.net/tom12/zeszyt3/abstrakt-51.html
http://www.architectura.actapol.net/tom12/zeszyt3/abstrakt-51.html