https://ogma.newcastle.edu.au/vital/access/ /manager/Index en-au 5 3D numerical simulation of particle breakage using discrete element method https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:32464 Wed 06 Jun 2018 14:04:36 AEST ]]> The relationship between particle strength and particle breakage in loaded gravels https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:34184 Wed 04 Sep 2019 12:18:43 AEST ]]> Efecto de la saturación parcial en la compresibilidad de arenas con rotura departículas https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:52583 Tue 17 Oct 2023 15:55:22 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 ]]> Numerical investigations on breakage behaviour of granular materials under triaxial stresses https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:28038 Sat 24 Mar 2018 07:41:01 AEDT ]]> Isotropic-kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:25225 Sat 24 Mar 2018 07:14:00 AEDT ]]> Influences of self-organization of granular materials on particle crushing based on discrete element method https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:45509 Mon 31 Oct 2022 08:40:57 AEDT ]]> A stochastic particle breakage model for granular soils subjected to one-dimensional compression with emphasis on the evolution of coordination number https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:45485 Fri 28 Oct 2022 14:50:23 AEDT ]]> Particle breakage of uniformly graded carbonate sands in dry/wet condition subjected to compression/shear tests https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:43560 Fri 23 Sep 2022 11:29:22 AEST ]]> A simple particle-size distribution model for granular materials https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:36211 u) and the coefficient of curvature (Cc), while the other represents a characteristic particle diameter. A database of 53 granular soils with 154 varying PSD curves is analyzed to evaluate the performance of the proposed PSD model, as well as that of three other PSD models in the literature. The results show that the proposed model has improved overall performance and captures the typical trends in PSD evolution during particle breakage. In addition, the proposed model is also used for assessing the internal stability of 27 widely graded soils.]]> Fri 06 Mar 2020 12:15:42 AEDT ]]> Testing and modelling total suction effects on compressibility and creep of crushable granular material https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:47866 Fri 03 Feb 2023 14:15:05 AEDT ]]>