https://nova.newcastle.edu.au/vital/access/ /manager/Index en-au 5 Cone penetration-induced pore pressure distribution and dissipation https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:20477 u), over-consolidation ratio (OCR) and rigidity index (Ir) 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 (ch) can be back-fitted by analysis of the pore pressure dissipation. Comparing the back-fitted values of ch 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 ]]> Holocene deposits in saga plain: leaching mechanism and soil sensitivity https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:31070 IL) larger than 1.0. Most of this is a marine deposit known as the Ariake clay formation. Using salinity in the pore water of this deposit as an index, the mechanism of post-depositional salinity leaching from the Ariake clay formation has been investigated. This has been achieved using current measurements of the salinity distribution in the deposit and the groundwater flow velocity in an underlying Pleistocene gravelly sand layer, together with advection–diffusion analyses. It is suggested that diffusion together with possible rainfall percolation and/or upward seepage flow from the Pleistocene gravelly sand layer was the main mechanism causing salinity leaching. Detailed analysis of the test results from four boreholes indicates that for the locations where the activity of the clay minerals was less than 1.25, salinity leaching probably accounts for the observed low undrained shear strength (<0.5 kPa) of remoulded soil samples, high values of the sensitivity (St), and the formation of a quick clay.]]> Sat 24 Mar 2018 07:24:09 AEDT ]]> 2D and 3D analyses of an embankment on clay improved by soil-cement columns https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:23191 Sat 24 Mar 2018 07:10:32 AEDT ]]>