Role of Particle Angularity on the Mechanical Behavior of Granular Mixtures
By Hosung Shin, J. C. Santamarina. 2013
176 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/a5dc2af2e6a2d12fe89a7318cc0f1c9d4a1362ab
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In Civil and Structural Engineering
In Management, Monitoring, Policy and Law
Citations in the corpus
- A poly‐superellipsoid‐based approach on particle morphology for DEM modeling of granular media (2019, methodology): “Benefiting from the convexity of a poly-superellipsoid, we can construct a one-to-one mapping function S(n) from a surface outward normal vector n(nx,ny,nz) to a surface point p(x, y, z) of a poly-superellipsoid with Equations (2a) to (2c) and (3a) and (3b), ie, p = S(n).”
- A homogenization equation for the small strain stiffness of gap-graded granular materials (2020, background): “There are many factors influencing the stiffness of gapgraded granular materials, including the coarse fraction of aggregates, the particle size distribution and particle shape of fines and aggregates [67,43,53,51,15,52].”