https://nova.newcastle.edu.au/vital/access/ /manager/Index en-au 5 Interpretation of piezocone tests in normally- and over-consolidated clay using a spherical cavity expansion solution https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:52742 Wed 25 Oct 2023 08:41:11 AEDT ]]> Analytical study of compaction grouting https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:33241 Wed 19 Sep 2018 14:23:11 AEST ]]> Reflections on the cavity expansion problem and its geotechnical applications https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:55241 Wed 01 May 2024 15:42:25 AEST ]]> Measured and Predicted Response of a Post-grouted Pile in Cohesionless Soil https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:43268 Thu 15 Sep 2022 11:48:31 AEST ]]> 2D-numerical analysis of hydraulic fracturing in heterogeneous geo-materials https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:8025 Sat 24 Mar 2018 08:36:49 AEDT ]]> Numerical and experimental studies of pressure-controlled cavity expansion in completely decomposed granite soils of Hong Kong https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:10885 Sat 24 Mar 2018 08:11:33 AEDT ]]> 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 ]]>