https://ogma.newcastle.edu.au/vital/access/ /manager/Index ${session.getAttribute("locale")} 5 Numerical modeling of a rock fall mesh perforation upon impact https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:13204 Wed 11 Apr 2018 16:49:28 AEST ]]> Numerical analysis of rockfall hazard in open pit coal mines https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:13489 Wed 11 Apr 2018 16:28:46 AEST ]]> An equivalent stress implementation of Barcelona Basic Model https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:13849 Wed 11 Apr 2018 15:11:33 AEST ]]> Numerical analysis of the influence of porosity and void size on soil stiffness using random fields https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:13185 Wed 11 Apr 2018 15:00:18 AEST ]]> Bearing capacity of cohesive-frictional soils with multiple tunnels https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:13841 Wed 11 Apr 2018 14:38:07 AEST ]]> Accelerated convergence of Newton-Raphson method using a least squares approximation of the consistent tangent matrix https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:13848 Wed 11 Apr 2018 14:28:01 AEST ]]> Application of GPU computing to upper bound rigid block analysis https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:13839 Wed 11 Apr 2018 13:16:19 AEST ]]> Prediction of underground cavity roof collapse using the Hoek-Brown failure criterion https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:14229 Wed 11 Apr 2018 11:19:25 AEST ]]> Upper bound rigid block analysis with rigid block subdivision https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:13188 Wed 11 Apr 2018 11:16:38 AEST ]]> Numerical investigation of dynamic penetration factors for a free falling penetrometer https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:14230 dp for a free falling penetrometer, and to find the relation between this factor and the geotechnical properties of a layer of cohesive soil. It is demonstrated that the dynamic soil resistance can be obtained as the product of its undrained shear strength and the dynamic cone penetration factor, and the latter depends on several parameters such as the rigidity index of the soil, the rate of loading and the rate of shear strength increase with depth of the soil. A wide range of numerical predictions is discussed here and a closed-form expression is derived for the dynamic penetration factor. Comparisons are also made between the deduced values of Ndp and published values of the conventional cone factor, Nc.]]> Wed 11 Apr 2018 10:48:00 AEST ]]> Fluoride remediation with calcide as a function CO₂partial pressure https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:13838 Wed 11 Apr 2018 10:06:11 AEST ]]> Extended Barcelona Basic Model to the cyclic behaviour of unsaturated soils https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:14068 Wed 11 Apr 2018 10:00:41 AEST ]]> Lower bound limit analysis using the Control Volume Finite Element Method https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:13728 Wed 11 Apr 2018 09:19:51 AEST ]]> Numerical modelling of hydraulic hysteresis in unsaturated soil covers https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:14228 Wed 11 Apr 2018 09:13:54 AEST ]]>