Helen P. Dunne's research while affiliated with University of Oxford and other places

... This approach has been increasingly adopted to design offshore shallow foundations (Gottardi and Butterfield, 1993;Gourvenec and Randolph, 2003;Vulpe et al., 2014). Failure envelopes of skirted shallow foundations under planar vertical V, horizontal H and moment M loading have been investigated comprehensively under various boundary conditions (Bransby and Randolph, 1998;Gourvenec, 2008;Bransby and Yun, 2009;Mana et al., 2013;Liu et al., 2014;Shen et al., 2016;Dunne and Martin, 2017;Fiumana et al., 2019;Zhuang et al., 2019;Suryasentana et al., 2020Suryasentana et al., , 2021Feng et al., 2021;Liu et al., 2021;Du et al., 2022). The loading angle θ (Fig. 1) from horizontal to moment load directions (according to the right-hand rule) that obeys clockwise positive convention is set as 90 • and 270 • in most previous studies, i.e., H and M act in a plane. ...