Numerical simulation of drained triaxial test using 3D discrete element modeling

By N. Belheine, J.-P. Plassiard, Frederic Victor Donze, Félix Darve, A. Séridi. 2009

416 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/c0afd05af15d9ee179554519e9b876d333c2962f

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Jianfeng Wang
2. Zhifu Shen
3. M. Jiang
4. Frederic Victor Donze
5. C. Vrettos
6. Klaus Dressler
7. Peter Eberhard
8. M. Obermayr

In Management, Monitoring, Policy and Law

1. Jianfeng Wang
2. M. Jiang
3. Zhifu Shen
4. Frederic Victor Donze
5. Hongyang Cheng
6. C. Vrettos
7. Haruyuki Yamamoto
8. Klaus Dressler

In Safety, Risk, Reliability and Quality

1. Frederic Victor Donze
2. C. Vrettos
3. Klaus Dressler
4. Peter Eberhard
5. M. Obermayr

Citations in the corpus

• A new open-source software developed for numerical simulations using discrete modeling methods (2008, methodology): “Fig. 17. On the left, the numerical sample is presented and on the right, the normal force distribution between the discrete elements is plotted [ 4 ]”
• A spherical discrete element model: calibration procedure and incremental response (2009, methodology): “It was seen in previous sections, that the elastic parameters (K n, K s) and the rupture parameters (μ, βr , ηr ) can be calibrated separately [9,10].”
• A bonded-particle model for cemented sand (2013, methodology): “Others replace the latex membrane by servo controlled rigid walls [41,44,51].”
• Probabilistic calibration of discrete element simulations using the sequential quasi-Monte Carlo filter (2018, background): “Given a constant value for the normal contact stiffness, both Young’s modulus and Poisson’s ratiowere found to be linearly related to the tangential contact stiffness [4,38], despite the fact that normal and tangential stiffnesses can jointly affect the deformability of a granular material.”
• A novel three-dimensional contact model for granulates incorporating rolling and twisting resistances (2015, methodology): “[19,45,51]), leading to inaccurate kinematics of the 3D particles.”
• Modeling of high-density compaction of granular materials by the Discrete Element Method (2009, background): “The DEM was first introduced for the modeling of granular materials (Cundall and Strack, 1979), and is quite successful because of its ability to reproduce particles rearrangement (Wu et al., 2003; Martin, 2004; Belheine et al., 2009).”