https://ogma.newcastle.edu.au/vital/access/ /manager/Index ${session.getAttribute("locale")} 5 Sand-pipeline-trench lateral interaction effects for shallow buried pipelines https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16075 Wed 11 Apr 2018 17:17:53 AEST ]]> Effect of interface friction on tunnel liner internal forces due to seismic S- and P-wave propagation https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16074 Wed 11 Apr 2018 12:59:17 AEST ]]> Use of expanding polyurethane resin to remediate expansive soil foundations https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:11252 Wed 11 Apr 2018 12:48:44 AEST ]]> Nonlinear consolidation of vertical drains with coupled radial-vertical flow considering well resistance https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:27176 Wed 11 Apr 2018 11:27:30 AEST ]]> Undrained stability of wide rectangular tunnels https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:20266 Wed 09 Jan 2019 15:25:31 AEDT ]]> Lagrangian modelling of large deformation induced by progressive failure of sensitive clays with elastoviscoplasticity https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:32472 Wed 06 Jun 2018 14:11:32 AEST ]]> Numerical evaluation of the phase-field model for brittle fracture with emphasis on the length scale https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:32474 Wed 06 Jun 2018 14:11:32 AEST ]]> A modification of the phase-field model for mixed mode crack propagation in rock-like materials https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:32470 Wed 06 Jun 2018 14:11:21 AEST ]]> Adaptive finite element limit analysis incorporating steady state pore pressures https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16861 Tue 24 Aug 2021 14:37:53 AEST ]]> Adaptive limit analysis using deviatoric fields https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16859 Tue 24 Aug 2021 14:34:35 AEST ]]> Effect of geometric nonlinearity on the ultimate lateral resistance of piles in clay https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:36474 Tue 19 May 2020 13:02:14 AEST ]]> Designing waste rock barriers by advanced numerical modelling https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:35832 Tue 10 Dec 2019 16:06:23 AEDT ]]> A stress integration scheme for elasto-plastic response of unsaturated soils subjected to large deformations https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:35283 Tue 09 Jul 2019 12:21:18 AEST ]]> Effects of grout injection techniques in pressure grouted soil nail system https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:45321 Thu 27 Oct 2022 07:48:08 AEDT ]]> Bearing capacity analysis of a strip footing on sand overlying clay using adaptive discontinuity layout optimization https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:49662 Thu 25 May 2023 16:36:39 AEST ]]> The Ballina soft soil field testing facility https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:44093 in situ and laboratory characterization studies are presented and discussed. Results of experimental studies carried out by the CGSE to assess sampling disturbance in the soft soil deposits encountered at the Ballina site are also presented. Last but not least, the paper discusses the main findings and lessons learnt from an international symposium organized by the CGSE in 2016 to assess current practice for predicting the behaviour of embankments constructed on soft soils.]]> Thu 06 Oct 2022 16:16:58 AEDT ]]> Dynamic modelling of retrogressive landslides with emphasis on the role of clay sensitivity https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:44065 Thu 06 Oct 2022 11:15:27 AEDT ]]> Pore pressure response to dynamically installed penetrometers https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:37532 Thu 04 Feb 2021 15:47:19 AEDT ]]> The thermal conductivity decomposition of calcite calculated by molecular dynamics simulation https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:34940 NPT, NVT and NVE ensembles in the a- and c- directions. It is revealed that the lattice thermal conductivity can be decomposed into three contributions due to the optical, acoustic short- and long-range phonon modes. Finally, results from this study can be compared with previous related dielectric materials and experimental studies, with good agreement.]]> Thu 03 Oct 2019 14:11:00 AEST ]]> Novel remediation of per- and polyfluoroalkyl substances (PFASs) from contaminated groundwater using Cannabis Sativa L. (hemp) protein powder https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:42691 Cannabis sativa L.) were found to be far superior for PFAS removal than the next best protein, soy. The use of hemp plant proteins as a possible pump-and-treat solution to PFAS remediation from groundwater has been successfully demonstrated with very good removals (>98%) of the main contaminants of PFOS and PFHxS in approximately 1 h of contact time, with salinity enhancing removal of short chain PFAS. Changes to the secondary structure of hemp proteins was found using FTIR spectroscopy analysis and calculated based on the integrated areas of the amide I component bands. The amount of β-turns increased from ∼9.3% (control) to 44.1% (undiluted groundwater); with a decrease in random coils (25.6–8.6%); α-helix (19.3–8.6%) and β-sheets (38.8–23.1%). These changes indicate that hemp proteins partially unfold during the reaction with PFAS with other FTIR evidence suggesting sorption at hydrophobic sites of the protein as well as with the side chains of the amino acids aspartic and glutamic acid. The absence of these side chains in soy protein, as evidenced from FTIR and amino acid analysis, being part of the reason why soy removed less (approx. half) of the Σ(PFHxS + PFOS) load when compared to hemp. The findings reported here will lead to new, environmentally friendly methods for PFAS remediation.]]> Thu 01 Sep 2022 09:43:23 AEST ]]> Application of the third medium method for frictionless contact problems in geomechanics https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:31521 Sat 24 Mar 2018 08:43:51 AEDT ]]> Numerical analysis of failure mechanism of two parallel rock pillars https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:8886 Sat 24 Mar 2018 08:40:44 AEDT ]]> Undrained stability of a circular tunnel https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:8821 Sat 24 Mar 2018 08:38:26 AEDT ]]> Alternative stress-integration schemes for large-deformation problems of solid mechanics https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:7082 Sat 24 Mar 2018 08:37:59 AEDT ]]> Bearing capacity and failure mechanism of different types of foundations on sand https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:8175 Sat 24 Mar 2018 08:36:16 AEDT ]]> Reply to 'Comments on "Unsaturated soils: from constitutive modelling to numerical algorithms" by Daichao Sheng, Antonio Gens, Delwyn G. Fredlund and Scott W. Sloan [Computers and Geotechnics 35(6) (2008) 810-824] by Jingshuang Li, Yichuan Xing and Yujing Hou (letter) https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:7659 Sat 24 Mar 2018 08:35:59 AEDT ]]> Explicit stress integration of complex soil models https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:1615 Sat 24 Mar 2018 08:30:33 AEDT ]]> Limit theorems for gradient-dependent elastoplastic geomaterials https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:3020 Sat 24 Mar 2018 08:30:00 AEDT ]]> Lower bound limit analysis with adaptive remeshing https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:1761 Sat 24 Mar 2018 08:27:37 AEDT ]]> Mesh generation for lower bound limit analysis https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:1784 Sat 24 Mar 2018 08:27:33 AEDT ]]> Finite element formulation and algorithms for unsaturated soils: part I - theory https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:1786 Sat 24 Mar 2018 08:27:30 AEDT ]]> A new discontinuous upper bound limit analysis formulation https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:1745 Sat 24 Mar 2018 08:27:24 AEDT ]]> Improved numerical algorithms for frictional contact in pile penetration analysis https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:2248 Sat 24 Mar 2018 08:27:17 AEDT ]]> Analysis of circular tunnels due to seismic P-wave propagation, with emphasis on unreinforced concrete liners https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16039 Sat 24 Mar 2018 08:21:17 AEDT ]]> Applications of adaptive time stepping in analysis of biot consolidation https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:12118 Sat 24 Mar 2018 08:11:03 AEDT ]]> Impact of phosphate on fluoride removal by calcite https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:10731 Sat 24 Mar 2018 08:09:48 AEDT ]]> Overview of the swelling problem in relation to injection of expanding resin in expansive soils https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:11684 Sat 24 Mar 2018 08:08:42 AEDT ]]> Stability of a single tunnel in cohesive-frictional soil subjected to surcharge loading https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:17721 Sat 24 Mar 2018 07:57:26 AEDT ]]> Stability of a circular tunnel in cohesive-frictional soil subjected to surcharge loading https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:17985 Sat 24 Mar 2018 07:56:20 AEDT ]]> Undrained stability of dual circular tunnels https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16856 Sat 24 Mar 2018 07:54:51 AEDT ]]> Stability of dual square tunnels in cohesive-frictional soil subjected to surcharge loading https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16880 Sat 24 Mar 2018 07:54:49 AEDT ]]> A constitutive model for coal-fouled ballast capturing the effects of particle degradation https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16879 Sat 24 Mar 2018 07:54:47 AEDT ]]> Interpretation of unsaturated soil behaviour in the stress-saturation space II: constitutive relationships and validations https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16873 Sat 24 Mar 2018 07:54:47 AEDT ]]> Analysis of plane Couette shear test of granular media in a Cosserat continuum approach https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16864 Sat 24 Mar 2018 07:54:46 AEDT ]]> A comparative study of stress integration methods for the Barcelona basic model https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16872 Sat 24 Mar 2018 07:54:46 AEDT ]]> Interpretation of unsaturated soil behaviour in the stress - saturation space, I: volume change and water retention behaviour https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16842 Sat 24 Mar 2018 07:53:29 AEDT ]]> Effects of pCO₂ on the removal of fluoride from wastewater by calcite https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16839 (g) to CO₂(aq) could not keep up with the consumption of CO₂(aq), resulting in an initial disequilibrium with experimental pH reaching equilibrium quickly, while fluoride removal lagged. Increasing stirring rate significantly decreased the extent of disequilibrium and the time at which the CaCO₃ -fluoride-CO₂ system attained equilibrium due to the increased rate of transport of dissolved CO₂ to the CaCO₃ surface, and simultaneously the rate of transport of the dissolved CaCO₃ to the bulk solution. Optimal fluoride removal occurs at pCO₂ ~10-0.52 [30% (mol% CO₂)] with 96% of the initial 2,000 mg/L fluoride load removed in less than 80 min with a stirring rate of 300 revolutions per minute. Increasing pCO₂ to ~100 (100% CO₂) resulted in very little gain, less than 2%, in fluoride removal, or in the time required to reach equilibrium and therefore significant remediation cost savings can be obtained by using pCO₂ 30% when compared to 100%.]]> Sat 24 Mar 2018 07:53:28 AEDT ]]> Stability of dual circular tunnels in cohesive-frictional soil subjected to surcharge loading https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16841 Sat 24 Mar 2018 07:53:28 AEDT ]]> Undrained stability of a square tunnel where the shear strength increases linearly with depth https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16840 Sat 24 Mar 2018 07:53:28 AEDT ]]> Undrained limiting lateral soil pressure on a row of piles https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16830 Sat 24 Mar 2018 07:53:27 AEDT ]]> Refined h-adaptive finite element procedure for large deformation geotechnical problems https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:21523 h-adaptive technique. Finally, the method is used to solve some classical geotechnical problems and results are provided to illustrate the performance of the method.]]> Sat 24 Mar 2018 07:50:28 AEDT ]]> Stress update algorithm for elastoplastic models with nonconvex yield surfaces https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:5619 Sat 24 Mar 2018 07:49:24 AEDT ]]> Elastoplastic prediction of hydro-mechanical behaviour of unsaturated soils under undrained conditions https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:5420 Sat 24 Mar 2018 07:48:15 AEDT ]]> A calcite permeable reactive barrier for the remediation of fluoride from spent potliner (SPL) contaminated groundwater https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:5198 Sat 24 Mar 2018 07:47:47 AEDT ]]> Finite element limit analysis of passive earth resistance in cohesionless soils https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:5272 Sat 24 Mar 2018 07:46:34 AEDT ]]> Arbitrary Lagrangian-Eulerian method for large-strain consolidation problems https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:5254 Sat 24 Mar 2018 07:46:26 AEDT ]]> Bounds for shakedown of cohesive-frictional materials under moving surface loads https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:5025 Sat 24 Mar 2018 07:44:10 AEDT ]]> Vertical vibration of an elastic pile embedded in poroelastic soil https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:27849 Sat 24 Mar 2018 07:41:13 AEDT ]]> Numerical study on finite element implementation of hypoplastic models https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:28158 Sat 24 Mar 2018 07:36:35 AEDT ]]> Modelling the plastic anisotropy of Lower Cromer Till https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:26826 Sat 24 Mar 2018 07:36:24 AEDT ]]> DEM modelling of shear localization in a plane Couette shear test of granular materials https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:26787 Sat 24 Mar 2018 07:36:22 AEDT ]]> Elastic or elasto-plastic: examination of certain strain increments in the Barcelona Basic Model https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:25802 Sat 24 Mar 2018 07:34:37 AEDT ]]> Second-order cone programming formulation for consolidation analysis of saturated porous media https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:29886 Sat 24 Mar 2018 07:33:46 AEDT ]]> A simplified kinematic method for 3D limit analysis https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:25463 Sat 24 Mar 2018 07:32:02 AEDT ]]> Quasi-static collapse of two-dimensional granular columns: insight from continuum modelling https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:30330 Sat 24 Mar 2018 07:31:51 AEDT ]]> A new analytical model for consolidation with multiple vertical drains https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:25505 Sat 24 Mar 2018 07:29:58 AEDT ]]> A revised solution for the horizontal vibration of an end-bearing pile in viscoelastic soil https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:25499 Sat 24 Mar 2018 07:29:57 AEDT ]]> Analysis of buried pipelines subjected to ground surface settlement and heave https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:26461 Sat 24 Mar 2018 07:27:13 AEDT ]]> Vertical response of a thin-walled pipe pile embedded in viscoelastic soil to a transient point load with application to low-strain integrity testing https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:26460 Sat 24 Mar 2018 07:27:13 AEDT ]]> Coupled discrete element-finite difference method for analysing the load-deformation behaviour of a single stone column in soft soil https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:26951 Sat 24 Mar 2018 07:27:04 AEDT ]]> Nonlinear radial consolidation of vertical drains under a general time-variable loading https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:26755 c/Ck), and the initial stress state have a significant influence on the consolidation rate. A smaller value of Cc/Ck, a larger initial stress, or a fast loading rate always leads to a rapid consolidation rate. During the unloading period, a negative excess pore water pressure may occur, and a slower unloading rate may reduce this negative value.]]> Sat 24 Mar 2018 07:24:44 AEDT ]]> Error behaviour in explicit integration algorithms with automatic substepping https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:26220 Sat 24 Mar 2018 07:24:02 AEDT ]]> Undrained stability of rectangular tunnels where shear strength increases linearly with depth https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:30681 Sat 24 Mar 2018 07:23:46 AEDT ]]> Numerical investigation of the cylinder movement in granular matter https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:26917 Sat 24 Mar 2018 07:23:33 AEDT ]]> Unsaturated soils: from constitutive modelling to numerical algorithms https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:4798 Sat 24 Mar 2018 07:20:40 AEDT ]]> Application of bounding surface plasticity concept for clay-fouled ballast under drained loading https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:22848 Sat 24 Mar 2018 07:16:03 AEDT ]]> Kinetics of fluoride removal from spent pot liner leachate (SPLL) contaminated groundwater https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:22725 Hill 4 > PSO due to the ability of the Hill models to accommodate sigmoidal kinetics. Removal of fluoride from SPLL under atmospheric CO2 conditions was found to be inhibited with no removal occurring for the first 3000 min with the inhibition times, based on the reaction half-life, reducing with increased CO₂ partial pressure and stirring rate. X-ray diffraction (XRD) analysis revealed that the residual solid filtrate consisted of trona (Na₃(CO₃)(HCO₃)·2H₂O) a potentially valuable mineral kogarkoite (Na₃SO₄F) and fluorite (CaF₂) accounting for fluoride removal, and unreacted calcite (CaCO₃).]]> Sat 24 Mar 2018 07:15:27 AEDT ]]> A discrete model for rock impacts on muckpiles https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:24282 Sat 24 Mar 2018 07:14:42 AEDT ]]> An isotach elastoplastic constitutive model for natural soft clays https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:24850 Sat 24 Mar 2018 07:11:24 AEDT ]]> Analytical solution and numerical simulation of vacuum consolidation by vertical drains beneath circular embankments https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:25068 Sat 24 Mar 2018 07:10:42 AEDT ]]> Frictionless contact formulation for dynamic analysis of nonlinear saturated porous media based on the mortar method https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:23931 Sat 24 Mar 2018 07:10:12 AEDT ]]> Undrained stability of dual square tunnels https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:24155 Sat 24 Mar 2018 07:09:51 AEDT ]]> The Thermal Conductivity of Magnesite, Dolomite and Calcite as Determined by Molecular Dynamics Simulation https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:50639 Mon 31 Jul 2023 16:27:54 AEST ]]> Three-dimensional finite element simulation of fracture propagation in rock specimens with pre-existing fissure(s) under compression and their strength analysis https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:41058 Mon 25 Jul 2022 15:33:56 AEST ]]> High performance interior point methods for three-dimensional finite element limit analysis https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:44858 Mon 24 Oct 2022 11:09:39 AEDT ]]> Numerical investigation of rockfall impacts on muckpiles for underground portals https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:30511 Mon 17 Jun 2019 14:59:20 AEST ]]> Finite element modelling of prefabricated vertical drains using 1D drainage elements with attached smear zones https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:41869 Mon 15 Aug 2022 09:56:19 AEST ]]> A 3D discrete element modelling approach for rockfall analysis with drapery systems https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16876 Mon 08 Jul 2019 16:24:28 AEST ]]> Discrete modelling of hexagonal wire meshes with a stochastically distorted contact model https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16832 Mon 08 Jul 2019 16:17:19 AEST ]]> R-adaptivity in limit analysis https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:41267 Mon 01 Aug 2022 09:35:40 AEST ]]> A smooth hyperbolic approximation to the Generalised Classical yield function, including a true inner rounding of the Mohr-Coulomb deviatoric section https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:45481 y, corresponding to the so-called ‘Inner Mohr-Coulomb’ option, which ensures that a true inner rounding of the hexagonal Mohr-Coulomb deviatoric section is always obtained. The second is the introduction of a hyperbolic rounding to eliminate a discontinuity which can occur at the tip in the meridional section of the GC yield surface. The resulting yield surface is at least C2 continuous everywhere, provided a rounded criterion is selected, and can thus be used in consistent tangent finite element formulations. The results of finite element analyses carried out for two benchmark problems (a thick cylinder and a rigid strip footing) demonstrate the benefits of the rounding techniques in the new yield surface. Comparisons are made with the original yield surface and also the Hyperbolic Rounded Mohr-Coulomb (HRMC) yield surface originally developed by Abbo and Sloan (1995).]]> Fri 28 Oct 2022 14:43:13 AEDT ]]> Development of a prototype for modelling soil-pipe interaction and its application for predicting uplift resistance to buried pipe movements in sand https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:42600 Fri 26 Aug 2022 11:56:18 AEST ]]> Shallow and deep failure mechanisms during uplift and lateral dragging of buried pipes in sand https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:40575 Fri 15 Jul 2022 10:11:15 AEST ]]> Aspects of numerical simulation of torpedo anchor installation https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:26447 Fri 03 Mar 2017 12:23:26 AEDT ]]> An alternative updated Lagrangian formulation for finite particle method https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:36756 Fri 03 Jul 2020 11:11:43 AEST ]]>