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"A Hybrid Approach to Rock Pre-conditioning Using Non-explosive Demolit" by V. R.S. De Silva, H. Konietzky et al.

This study presents a novel approach to rock pre-conditioning to promote the sustainability of low-grade ore mining applications such as in-situ recovery and cave mining. The proposed method involves a two-stage hybrid approach, utilizing soundless cracking demolition agents (SCDAs) to initiate radial fractures in a predrilled host rock, followed by hydraulic stimulation to extend the fractures. SCDA injection in the first stage creates multiple radial fractures around the injection well. Howeve...
Discrete Element Method Train Scale Hydraulic Stimulation Pre Conditioning Ock Heterogeneity Oundless Cracking Demolition Agents
Source: uow.edu.au

"DEM investigation of strength and critical state behaviours of sand un" by Min yi Zhu, Guo bin Gong et al.

This paper investigates the strength and critical state (CS) behaviours of sand under axisymmetric stress paths with different shearing modes using discrete element method (DEM). The stress paths include axial compression (AC) and axial extension (AE), and the shearing modes include conventional triaxial (CT) mode and constant mean pressure (CP) mode. A series of dense and loose sand samples are generated for this purpose with confining pressures ranging from 100 kPa to 900 kPa. The CS is achiev...
Axisymmetric Stress Path Critical State Discrete Element Method Ailure Criterion Hearing Mode
Source: uow.edu.au

"DEM study on the dynamic responses of a ballasted track under moving l" by Jing Chen, Jayan S. Vinod et al.

This paper presents the discrete element modeling of the dynamic response of a ballasted track under moving loads. The DEM model, consisting of sleepers, ballast, and sub-ballast, has been calibrated using field and laboratory data. This model was further used to examine the dynamic responses of the ballasted track subjected to a series of moving traffic loading representing various train axle loads and speeds. The results show that the permanent settlement of the sleeper, the breakage of ballas...
Ballast Breakage Discrete Element Method Oving Loading Rincipal Stress Rotation Leeper Settlement
Source: uow.edu.au

"DEM simulations of critical state behaviour of granular materials unde" by Shiva Prashanth Kumar Kodicherla, Guobin Gong et al.

The present study investigates the critical state behaviour of granular assemblies composed of clumped particles under four different drained axisymmetric triaxial stress paths, using the discrete element method (DEM). A series of numerical samples were prepared at initial states with different density indexes (ID) and different initial confining pressures (po′). These samples were sheared to large strains, at which constant stresses and volumes were maintained to reach the critical state. The...
Critical State Discrete Element Method Rained Behaviour Riaxial Stress Paths
Source: uow.edu.au

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"A Coupled LBM – DEM Modelling of Cone Penetration Test in Granular Mat" by Krishna Allulakshmi

Water ingress in soils through infiltration can trigger instability leading to failures in slopes and embankments under drained conditions. Subsequent investigations on such failures have shown that the infiltration of water in soils can cause a reduction in effective stress thus triggering the instability. In addition, studies have indicated that the constant shear drained (CSD) triaxial test can depict an unstable phenomenon where effective stress is continuously reduced. In the current study,...
Discrete Element Method Clean Sands Lattice Boltzmann Method Lattice Boltzmann Method
Source: uow.edu.au

"Numerical Modeling of Cone Penetration Test: An LBM-DEM Approach" by Krishna Allulakshmi, Jayan S. Vinod et al.

In this paper, the discrete element method (DEM) is coupled with the Lattice Boltzmann method (LBM) to model the cone penetration test (CPT) of a saturated granular media. The coupled numerical model was calibrated using one-dimensional (1D) consolidation theory. The results obtained from the 1D consolidation test simulation showed good agreement with the analytical equation that was proposed by Terzaghi. A series of LBM-DEM simulations were carried out to understand the effect of the penetratio...
Lattice Boltzmann Cone Resistance Discrete Element Method Xcess Pore Pressure Lattice Boltzmann Method Ne Dimensional Consolidation Test
Source: uow.edu.au

ESSS Rocky DEM 22.1.2 (x64)

[center][img]https://i.postimg.cc/vmf7gVtB/0-CKg-W8-AWo0l0-Rs-A36i3n-Xkd-Sb-Oc-ZXOi0.jpg[/img] [b]ESSS Rocky DEM 22.1.2 (x64) | File Size: 910.9 MB[/b][/center] ROCKY is an effective software for modeling granular media by the method of discrete elements (MDE or DEM - Discrete Element Method), al...
Conveyor Dynamics Inc Granular Dynamics International File Size Element Method Discrete Element Method Conveyor Dynamics

"Direct shear behavior of gravel-rubber mixtures: Discrete element mode" by Kevin Chew, Gabriele Chiaro et al.

In this paper, a newly developed 3-dimentional discrete element model (DEM) for gravel-rubber mixtures (GRMs), namely DEM4GRM, that is capable of accurately describing the macro-scale shear response (from small to large deformation) of GRMs in a direct shear box apparatus is presented. Rigid gravel grains are modelled as simple multi-shape clumps, while soft rubber particles are modeled by using deformable 35-ball body-centered-cubic clusters. Mixtures are prepared with different volumetric rubb...
Deformable Rubber Particles Direct Shear Discrete Element Method Abric And Force Anisotropy Ravel Rubber Mixtures Trong Force Chains
Source: uow.edu.au

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