https://ogma.newcastle.edu.au/vital/access/ /manager/Index ${session.getAttribute("locale")} 5 https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:36473 p was examined as an emphasis. Two distinct failure mechanisms were identified associated with small and large eccentricity. This study also discussed the influence of different pile group geometries and soil-pile adhesion strengths on the bearing capacity and developed a set of design charts. Finally, a reduction factor G_N, which quantifies the effect of eccentricity, was introduced, and its variations with eccentricity for various pile spacings (s) and soil-pile adhesion factors (α) were additionally presented.]]> Tue 19 May 2020 13:02:13 AEST ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:25287 Sat 24 Mar 2018 07:30:25 AEDT ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:25236 Sat 24 Mar 2018 07:12:37 AEDT ]]>