https://ogma.newcastle.edu.au/vital/access/ /manager/Index en-au 5 Monitoring of an encapsulated embankment for the validation of a dimensionless model for soil swelling https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:14086 Wed 11 Apr 2018 16:54:17 AEST ]]> Outcomes of the Newcastle symposium for the prediction of embankment behaviour on soft soil https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:36611 Tue 16 Jun 2020 11:26:41 AEST ]]> Back analysis of settlement of Teven Road trial embankment using Bayesian updating https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:48132 Thu 02 Mar 2023 15:55:37 AEDT ]]> Finite element simulation of an embankment on soft clay: case study https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:21343 (M) of the critical state line. It is demonstrated that: (a) appropriate site investigation, soil testing and interpretation of the test results are essential for accurate prediction of the behaviour of an earth structure constructed on soft clayey deposits; (b) when using a soil model developed within the framework of Critical State Soil Mechanics to make such predictions, M value should be directly determined from tests with an appropriate effective stress path; and (c) yield stresses of soft soil layers can be calibrated by comparing the predicted undrained shear strengths (Su) with measured values, provided the effect of strain rate and/or strain softening on the value of Su is properly considered. The results of this analysis indicate that Bjerrum’s strain rate correction factor can be adopted as a first approximation of the correction factor applied to field or laboratory measured values of Su.]]> Sat 24 Mar 2018 07:51:29 AEDT ]]> Three-dimensional slope stability assessment of two-layered undrained clay https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:28434 Sat 24 Mar 2018 07:29:04 AEDT ]]> Arching in geogrid-reinforced pile-supported embankments over silty clay of medium compressibility: field data and analytical solution https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:26576 Sat 24 Mar 2018 07:26:10 AEDT ]]> 2D and 3D analyses of an embankment on clay improved by soil-cement columns https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:23191 Sat 24 Mar 2018 07:10:32 AEDT ]]> An approach for predicting embankment settlement by integrating multi-source information https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:36866 Mon 13 Jul 2020 09:25:43 AEST ]]> Strain rate effects in Ballina clay: implications for settlement and stability of embankments https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:33800 Mon 03 Jun 2019 09:30:52 AEST ]]> Predicted and measured behaviour of an embankment on PVD-improved Ballina clay https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:49484 Fri 19 May 2023 08:59:56 AEST ]]> Non-intrusive reliability analysis of unsaturated embankment slopes accounting for spatial variabilities of soil hydraulic and shear strength parameters https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:44467 Fri 14 Oct 2022 08:43:48 AEDT ]]> Settlement Predictions of a Trial Embankment on Ballina Clay https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:39603 Fri 01 Mar 2024 10:50:57 AEDT ]]>