“…Soft normally consolidated kaolin clay is considered to have a soil strength that is representative of soft seabed sediments and has been used extensively in modelling of offshore geotechnical problems over the last three decades (e.g. Dunnavant and Kwan 1993, Dean et al 1998, Dingle et al 2008, Zakeri et al 2014, Yuan et al 2017. The sample was prepared from a kaolin slurry prepared at twice the liquid limit in a strong box with internal dimensions 390 × 650 × 325 mm (width × length × depth).…”