An investigation of single sand particle fracture using X-ray micro-tomography
By Budi Zhao, Gioacchino Viggiani, M. Jiang. 2015
306 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/ca0989d4adbe7f899dffa6e647a34d9f69759cd9
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In Civil and Structural Engineering
In Management, Monitoring, Policy and Law
Citations in the corpus
- Generation of a realistic 3D sand assembly using X‐ray micro‐computed tomography and spherical harmonic‐based principal component analysis (2017, background): “This novel and interesting finding may be related to two particle characteristics: (i) bigger particles are easily ground and rounded during the geological transportation process; and (ii) smaller particles are more likely to be the crushed fragments of bigger particles, which are much more irregula”
- 3D quantitative shape analysis on form, roundness, and compactness with μCT (2016, background): “Roundness of rock particles, which normally increases through abrasion, can change greatly without much effect on form.”
- Three-dimensional sphericity, roundness and fractal dimension of sand particles (2018, unknown): “…have been introduced, including the Alshibli et al. (2014) material roughness indices (i.e. average and root-meansquare roughness) for a local area, Zheng & Hryciw (2015) statistical indices (i.e. locally weighted regression and k-fold cross-validation) and the Fourier descriptors of Bowman et al.…”