Effects of model scale and particle size on micro-mechanical properties and failure processes of rocks—A particle mechanics approach
By T. Koyama, Lanru Jing. 2007
188 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/3ada2cfe98f50b2f50b2fc0b467ba28b69d48987
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In Civil and Structural Engineering
In Management, Monitoring, Policy and Law
In Mechanics of Materials
Citations in the corpus
- A Bonded Particle Model Simulation of Shear Strength and Asperity Degradation for Rough Rock Fractures (2012, methodology): “…approach is to simulate biaxial and Brazilian tests to estimate the specimen macro-properties including Young’s modulus, Poisson’s ratio, uniaxial compressive strength, tensile strength, cohesion and internal friction (Jing and Stephansson 2007; Koyama and Jing 2007; Potyondy and Cundall 2004).”
- Effect of Model Scale and Particle Size Distribution on PFC3D Simulation Results (2013, methodology): “Since the existing studies are mainly in PFC2D and the limited studies in PFC3D have shown apparent differences between the PFC2D and PFC3D results (Huang 1999; Potyondy and Cundall 2004; Yang et al. 2006; Koyama and Jing 2007; Schöpfer et al. 2007), this paper focuses on the effect of model size an”