https://ogma.newcastle.edu.au/vital/access/ /manager/Index en-au 5 https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:20477 u), over-consolidation ratio (OCR) and rigidity index (I_r) of the soil. With a reliably predicted initial distribution of u and the measured curve of dissipation of pore water pressure at the shoulder of the cone (u₂), the coefficient of consolidation of the soil in the horizontal direction (c_h) can be back-fitted by analysis of the pore pressure dissipation. Comparing the back-fitted values of c_h with the values directly estimated by a previously proposed method indicates that the previously proposed method can be used reliably to estimate ch values from non-standard dissipation curves (where u₂ increases initially and then dissipates with time).]]> Sat 24 Mar 2018 07:59:02 AEDT ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:27233 Sat 24 Mar 2018 07:29:07 AEDT ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:23668 Sat 24 Mar 2018 07:16:51 AEDT ]]>