https://nova.newcastle.edu.au/vital/access/ /manager/Index ${session.getAttribute("locale")} 5 Advances in reliability and risk analyses of slopes in spatially variable soils: A state-of-the-art review https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:46797 Wed 30 Nov 2022 16:51:23 AEDT ]]> Dynamic analysis of pile groups subjected to horizontal loads considering coupled pile-to-pile interaction https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:45022 Wed 26 Oct 2022 10:17:35 AEDT ]]> 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 ]]> Bearing capacity of strip footings on layered sands https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:36982 Wed 21 Jun 2023 15:41:40 AEST ]]> Including degree of capillary saturation into constitutive modelling of unsaturated soils https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:44674 S) of soil can be separated into two components: the degree of capillary saturation (S') that is based on the capillary water and the degree of adsorptive saturation (S'') that is based on the adsorbed water. This paper discusses the role of the degree of capillary saturation (S') in modelling the coupled hydro-mechanical behaviour of unsaturated soils and proposes a new constitutive model for unsaturated soils by using the degree of capillary saturation (S') and the effective inter-particle stress (σ'ij). An enhanced hydraulic model is introduced to describe the hydraulic hysteresis and hydro-mechanical interaction in terms of the degree of capillary saturation (S'). In the proposed constitutive model, the shear strength, yield stress and deformation behaviour of unsaturated soils are governed directly by the above two constitutive variables, namely σ'ij and S'. To be in line with the existing finite element frameworks for unsaturated soils, the proposed model is eventually generalised to constitutive functions consisting of only primary variables such as the net stress (σij), suction (s) and degree of saturation (S). The typical performance of the model for simulating the characteristic trends of unsaturated soil behaviour is discussed in several different scenarios. The model is then validated against a variety of experimental data in the literature, and the results show that a reasonable agreement can be obtained using this new constitutive model.]]> Wed 19 Oct 2022 14:50:32 AEDT ]]> A smoothed finite element method using second-order cone programming https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:38375 Wed 17 Apr 2024 09:41:20 AEST ]]> Numerical and experimental studies of the mechanical behaviour for compaction grouted soil nails in sandy soil https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:31946 Wed 11 Apr 2018 17:40:48 AEST ]]> Application of fractional calculus in modelling ballast deformation under cyclic loading https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:33315 Wed 10 Oct 2018 13:41:24 AEDT ]]> 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 ]]> Efficient system reliability analysis of rock slopes based on subset simulation https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:32377 Tue 29 May 2018 11:48:59 AEST ]]> Kinematic response of end-bearing piles in saturated soil to seismic SH-waves https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:51268 Tue 29 Aug 2023 15:40:57 AEST ]]> Hydro-mechanical coupling in unsaturated soils covering a non-deformable structure https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:39879 Tue 28 Jun 2022 14:54:01 AEST ]]> On the application of the maximum entropy meshfree method for elastoplastic geotechnical analysis https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:34311 Tue 26 Feb 2019 16:56:48 AEDT ]]> Discrete Element Modelling of uplift of rigid pipes deeply buried in dense sand https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:54376 Tue 20 Feb 2024 20:26:05 AEDT ]]> Effect of geometric nonlinearity on the ultimate lateral resistance of piles in clay https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:36474 Tue 19 May 2020 13:02:14 AEST ]]> Outcomes of the Newcastle symposium for the prediction of embankment behaviour on soft soil https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:36611 Tue 16 Jun 2020 11:26:41 AEST ]]> Numerical manifold simulation and medium-parameter analysis of the polymer grouting process in three-dimensional rock fractures https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:55156 Tue 16 Apr 2024 15:24:21 AEST ]]> An experimental and numerical study on the compressive behavior of sand-rubber particle mixtures https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:43176 Tue 13 Sep 2022 16:10:31 AEST ]]> Closed-form formulation for the response of single floating piles to lateral dynamic loads https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:51607 Tue 12 Sep 2023 13:42:08 AEST ]]> Three-dimensional spherical discontinuous deformation analysis using second-order cone programming https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:44272 Tue 11 Oct 2022 14:20:38 AEDT ]]> A stress integration scheme for elasto-plastic response of unsaturated soils subjected to large deformations https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:35283 Tue 09 Jul 2019 12:21:18 AEST ]]> Optimal geotechnical site investigations for slope design https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:46893 Tue 06 Dec 2022 12:02:26 AEDT ]]> Unsaturated soil dynamics: Finite element solution including stress-induced anisotropy https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:43889 Tue 04 Oct 2022 13:52:27 AEDT ]]> Recommendations for determining nonlinear Winkler spring parameters for buried steel pipe stress analysis applications https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:43862 Tue 04 Oct 2022 12:21:33 AEDT ]]> Vertical vibration of end-bearing single piles in poroelastic soil considering three-dimensional soil and pile wave effects https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:51310 Thu 31 Aug 2023 14:32:50 AEST ]]> Finite particle method for static deformation problems solved using JFNK method https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:39944 Thu 30 Jun 2022 14:15:31 AEST ]]> A novel and robust contact detection algorithm for arbitrarily shaped blocks https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:39330 Thu 28 Jul 2022 11:30:07 AEST ]]> Scattered wave effects on the vertical dynamic response of pile groups embedded in layered soil https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:52757 Thu 26 Oct 2023 11:58:17 AEDT ]]> Performance study of iterative Bayesian filtering to develop an efficient calibration framework for DEM https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:46511 Thu 24 Nov 2022 15:36:29 AEDT ]]> Finite element implementation of an isotach elastoplastic constitutive model for soft soils https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:38086 Thu 22 Jun 2023 11:52:41 AEST ]]> Parametric studies of disturbed rock slope stability based on finite element limit analysis methods https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:33251 Thu 20 Sep 2018 11:58:12 AEST ]]> A cavity expansion theory-based hyperbolic model for the pull-out force of a compaction-grouted soil nail https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:54286 Thu 15 Feb 2024 14:44:55 AEDT ]]> A theoretical method for determining sample mass in a sieving test https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:31276 Sat 24 Mar 2018 08:44:32 AEDT ]]> Efficient discrete modelling of composite structures for rockfall protection https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:31259 Sat 24 Mar 2018 08:44:29 AEDT ]]> Application of the third medium method for frictionless contact problems in geomechanics https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:31521 Sat 24 Mar 2018 08:43:51 AEDT ]]> Ultimate lateral resistance of tripod pile foundation in clay https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:31282 Sat 24 Mar 2018 08:43:05 AEDT ]]> Numerical study on finite element implementation of hypoplastic models https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:28158 Sat 24 Mar 2018 07:36:35 AEDT ]]> Mapped infinite patches for the NURBS based boundary element analysis in geomechanics https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:26210 Sat 24 Mar 2018 07:36:32 AEDT ]]> Comparison of model predictions of the anisotropic plasticity of Lower Cromer Till https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:26811 Sat 24 Mar 2018 07:36:27 AEDT ]]> Modelling the plastic anisotropy of Lower Cromer Till https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:26826 Sat 24 Mar 2018 07:36:24 AEDT ]]> Numerical analysis of penetrometers free-falling into soil with shear strength increasing linearly with depth https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:29499 Sat 24 Mar 2018 07:29:45 AEDT ]]> Three-dimensional slope stability assessment of two-layered undrained clay https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:28434 Sat 24 Mar 2018 07:29:04 AEDT ]]> Constitutive modelling of Otaniemi soft clay in both natural and reconstituted states https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:26428 Sat 24 Mar 2018 07:27:30 AEDT ]]> Coupled discrete element-finite difference method for analysing the load-deformation behaviour of a single stone column in soft soil https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:26951 Sat 24 Mar 2018 07:27:04 AEDT ]]> Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques: part I: numerical studies considering non-associated plasticity https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:26700 Sat 24 Mar 2018 07:26:24 AEDT ]]> Large deformation finite element analyses in geotechnical engineering https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:26731 Sat 24 Mar 2018 07:26:19 AEDT ]]> A stable maximum-entropy meshless method for analysis of porous media https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:26569 Sat 24 Mar 2018 07:26:11 AEDT ]]> Arching in geogrid-reinforced pile-supported embankments over silty clay of medium compressibility: field data and analytical solution https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:26576 Sat 24 Mar 2018 07:26:10 AEDT ]]> Identification of representative slip surfaces for reliability analysis of soil slopes based on shear strength reduction https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:30515 Sat 24 Mar 2018 07:25:07 AEDT ]]> Application of bounding surface plasticity concept for clay-fouled ballast under drained loading https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:22848 Sat 24 Mar 2018 07:16:03 AEDT ]]> Determining an appropriate finite element size for modelling the strength of undrained random soils https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:22894 Sat 24 Mar 2018 07:15:18 AEDT ]]> Coupled analysis of dynamically penetrating anchors https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:24805 Sat 24 Mar 2018 07:15:14 AEDT ]]> An advanced hydro-mechanical constitutive model for unsaturated soils with different initial densities https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:25090 e) as two fundamental constitutive variables in the proposed constitutive model. A sub-loading surface and a unified hardening parameter (H) are introduced into the σ'-Se modelling framework to interpret the effects of initial density on coupled hydro-mechanical behaviour of compacted soils. Compared with existing models in the literature, the main advantage of the proposed model that it is capable of modelling hydro-mechanical behaviour of unsaturated soils compacted to different initial densities, such as the dependence of loading-collapse volume on initial void ratio and density effect on the shearing-induced saturation change. The proposed model requires 13 material parameters, all of which can be calibrated through conventional laboratory tests. Numerical studies are conducted to assess the performance of the model for a hypothetical soil under two typical hydro-mechanical loading scenarios. The proposed advanced unsaturated soil model is then validated against a number of experimental results for both isotropic and triaxial conditions reported in the literature.]]> Sat 24 Mar 2018 07:15:02 AEDT ]]> Influence of biodegradable natural fibre drains on the radial consolidation of soft soil https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:25162 Sat 24 Mar 2018 07:14:31 AEDT ]]> Stochastic assessment for the behaviour of systems of dry soil mix columns https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:23873 Sat 24 Mar 2018 07:13:41 AEDT ]]> Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part II: back analyses of a case history https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:22758 φ'/c' reduction are used, namely finite element limit analysis and strength reduction finite element analysis. Comparison of a strength reduction technique with rigorous finite element limit analysis confirms that the factors of safety (FoS) obtained are very similar for associated plasticity, an intrinsic assumption of limit analysis. For non-associated plasticity, a modified version of the so-called Davis approach has been applied because it has been shown that the original formulation proposed by Davis works well when the FoS is defined in terms of loads but is not appropriate when the FoS is defined in terms of soil strength. The results show that, with the modified Davis parameter, both strength reduction finite element analyses and finite element limit analyses provide very similar factors of safety. The key advantage of limit analysis, however, is that the value of the FoS can be bracketed from above and below with upper and lower bound calculations.]]> Sat 24 Mar 2018 07:12:35 AEDT ]]> Vermiculate artefacts in image analysis of granular materials https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:24560 Sat 24 Mar 2018 07:11:32 AEDT ]]> An isotach elastoplastic constitutive model for natural soft clays https://nova.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://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:25068 Sat 24 Mar 2018 07:10:42 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 ]]> Efficient slope reliability analysis at low-probability levels in spatially variable soils https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:24969 f, is low (e.g., pf<10-6). Based on the multiple response surfaces and Subset simulation, this paper proposes an efficient approach for the estimating of small probabilities of slope failure in spatially variable soils. An improved Cholesky decomposition technique is presented for the simulation of the globally non-stationary random fields of spatially variable soil properties in the multiple soil layers. Two slope examples are investigated to demonstrate the effectiveness of the proposed method. The efficiency of the proposed approach for parametric sensitivity analysis is also highlighted.]]> Sat 24 Mar 2018 07:09:58 AEDT ]]> Numerical modelling of multiphase flow in unsaturated deforming porous media https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:24057 Sat 24 Mar 2018 07:09:42 AEDT ]]> Numerical modeling of the long term behavior of municipal solid waste in a bioreactor landfill https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:24071 Sat 24 Mar 2018 07:09:39 AEDT ]]> Development of an advanced machine learning model to predict the pH of groundwater in permeable reactive barriers (PRBs) located in acidic terrain https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:50772 Sat 05 Aug 2023 09:37:39 AEST ]]> Predicting settlement of embankments built on PVD-improved soil using Bayesian back analysis and elasto-viscoplastic modelling https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:52840 Mon 30 Oct 2023 09:47:32 AEDT ]]> Geotechnical and structural stochastic analysis of piled solar farm foundations https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:39207 Mon 29 Jan 2024 18:52:06 AEDT ]]> Discrete modelling jointed rock slopes using mathematical programming methods https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:42622 Mon 29 Aug 2022 09:21:12 AEST ]]> Dynamic seabed stresses due to moving deep-sea mining vehicles https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:53422 Mon 27 Nov 2023 11:32:33 AEDT ]]> Microstructural effects on the wetting-induced collapse in compacted loess https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:48675 Mon 27 Mar 2023 14:18:55 AEDT ]]> Cyclic loading response and associated yield criteria for soft railway subgrade – Theoretical and experimental perspectives https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:48672 Mon 27 Mar 2023 14:11:40 AEDT ]]> Updating reliability of single piles and pile groups by load tests https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:30016 Mon 23 Sep 2019 12:00:27 AEST ]]> Towards a novel and efficient method to determine the failure energy of rockfall chain-link meshes https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:41873 Mon 15 Aug 2022 10:10:35 AEST ]]> Finite element modelling of prefabricated vertical drains using 1D drainage elements with attached smear zones https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:41869 Mon 15 Aug 2022 09:56:19 AEST ]]> Finite element modelling to predict the settlement of pile groups founded above compressible layers https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:46261 Mon 14 Nov 2022 13:56:52 AEDT ]]> Analysis of undrained cyclic response of saturated soils https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:46260 Mon 14 Nov 2022 13:56:51 AEDT ]]> Response of pile groups in layered soil to dynamic lateral loads https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:46191 Mon 14 Nov 2022 11:09:03 AEDT ]]> On the stress-force-fabric equation in triaxial compressions: some insights into the triaxial strength https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:33784 Mon 14 Jan 2019 17:55:37 AEDT ]]> Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:33783 Mon 14 Jan 2019 17:41:46 AEDT ]]> An r-h adaptive kinematic approach for 3D limit analysis https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:38493 Mon 11 Oct 2021 12:28:00 AEDT ]]> Data augmentation for CNN-based probabilistic slope stability analysis in spatially variable soils https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:52312 Mon 09 Oct 2023 10:26:05 AEDT ]]> Coupled hydro-mechanical modelling of unsaturated soils; numerical implementation and application to large deformation problems https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:52302 Mon 09 Oct 2023 10:17:10 AEDT ]]> An analytical model for evaporation from unsaturated soil https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:36791 Mon 06 Jul 2020 11:24:41 AEST ]]> A novel web based application for storing, managing and sharing geotechnical data, illustrated using the national soft soil field testing facility in Ballina, Australia https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:42855 Mon 05 Sep 2022 15:54:33 AEST ]]> 1-D finite strain consolidation analysis based on isotach plasticity: Class A and Class C predictions of the Ballina embankment https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:42811 Mon 05 Sep 2022 09:57:33 AEST ]]> Alternative remeshing techniques for large deformation analysis of geotechnical problems https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:40440 Mon 01 Aug 2022 09:12:38 AEST ]]> Dynamic response of floating piles subjected to axial loads considering three-dimensional soil deformations https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:50061 Fri 30 Jun 2023 10:31:15 AEST ]]> A two-surface plasticity model for clay; numerical implementation and applications to large deformation coupled problems of geomechanics https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:40127 Fri 29 Jul 2022 09:20:14 AEST ]]> A stochastic particle breakage model for granular soils subjected to one-dimensional compression with emphasis on the evolution of coordination number https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:45485 Fri 28 Oct 2022 14:50:23 AEDT ]]> A smooth hyperbolic approximation to the Generalised Classical yield function, including a true inner rounding of the Mohr-Coulomb deviatoric section https://nova.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 ]]> Kinematic response of floating piles in a saturated soil layer subjected to seismic S-wave propagation https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:52674 Fri 20 Oct 2023 09:23:54 AEDT ]]> Coupled analysis of full flow penetration problems in soft sensitive clays https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:38281 Fri 20 Aug 2021 15:25:43 AEST ]]> Predicted and measured behaviour of an embankment on PVD-improved Ballina clay https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:49484 Fri 19 May 2023 08:59:56 AEST ]]> Numerical and experimental study of the mechanical behaviour for FRP-wrapped cement mortar-coal composite disc https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:53231 Fri 17 Nov 2023 12:01:11 AEDT ]]> Analytical solution for axial load transfer of floating piles https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:53169 Fri 17 Nov 2023 11:39:57 AEDT ]]> Embankment prediction using testing data and monitored behaviour: A Bayesian updating approach https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:44522 Fri 14 Oct 2022 11:38:30 AEDT ]]> Horizontal vibration of a cylindrical rigid foundation embedded in poroelastic half-space https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:41809 Fri 12 Aug 2022 12:31:32 AEST ]]> Bayesian updating on resistance factors of H-Piles with axial load tests https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:50881 Fri 11 Aug 2023 15:04:58 AEST ]]> Behavior of laterally loaded cast-in-place (CIP) piles with double steel casings embedded in bare hard rock in deep water areas https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:51531 Fri 08 Sep 2023 12:11:35 AEST ]]> Analysis of undrained cylindrical cavity expansion in rate-dependent soil https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:55262 Fri 03 May 2024 15:30:13 AEST ]]> Finite element implementation of a fully coupled hydro-mechanical model and unsaturated soil analysis under hydraulic and mechanical loads https://nova.newcastle.edu.au/vital/access/ /manager/Repository/uon:47882 Fri 03 Feb 2023 15:52:59 AEDT ]]>