Quantitative characterisation of the geometry of discrete particles

By B. Sukumaran, A. Ashmawy. 2001

202 citations recorded by the source corpus.

How researchers see this paper

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

DEM investigation of particle anti-rotation effects on the micromechanical response of granular materials (2013, methodology): “In this study, the normalized Shape Factor (SF) and Angularity Factor (AF) proposed by Sukumaran and Ashmawy [39] were adopted to characterize the shape effects of square and triangular particle clumps.”
3D quantitative shape analysis on form, roundness, and compactness with μCT (2016, background): “Sukumaran and Ashmawy [47] suggested that N= 40would be appropriate for 2D condition.”
Closure of "Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands" (2006, methodology): “Most of the data are experimentally obtained as part of this research data from Sukumaran and Ashmawy 2001, Ashmawy et al. 2003 are included as noted .”
Exploring the relationship between critical state and particle shape for granular materials (2015, background): “…on the behavior of granular soils, resulting in valuable data and insights that contribute to an improved understanding in several aspects (e.g., Sukumaran and Ashmawy, 2001; Cho et al., 2006; Rouse et al., 2008; Wichtmann and Triantafyllidis, 2009; Cavarretta et al., 2010; Yang and Wei, 2012;…”