Bilinear log n - log p relation and critical power-law grain size distribution of crushable aggregates under compression and shear
Kan Sato, Hiroko Kitajima, Miki Takahashi, Takashi Matsushima

TL;DR
This study investigates how grain crushing under compression and shear affects grain size distribution, revealing a power-law relation and proposing a recursive pore filling model to describe the observed behaviors.
Contribution
It introduces a bi-linear log n - log p relation and demonstrates that grain size distribution converges to a fractal pattern with a specific exponent, supported by experimental data.
Findings
Weibull model with modulus m=2 fits single grain crushing stress.
Bi-linear log n - log p relation better describes porosity-pressure data.
GSD converges to a power-law distribution with exponent ~-2.5.
Abstract
In order to investigate the relation between the bulk plastic compression behavior and the evolution of grain size distribution (GSD) due to grain crushing under high-pressure compression and shear, we performed three types of loading experiments; single grain crushing (SGC) test, one-dimensional compression (ODC) test and rotary shear (RS) tests. The materials used are an angular mountain silica sand and a round river silica sand. The major findings are summarized as follows: (1) The SGC tests reveal that the Weibull model is successfully applied with the modulus m=2 for single grain crushing stress. (2) In the ODC tests, the relation between the applied pressure, p, and the resulting porosity, n, fits better on a bi-linear model in a log n - log p plot than in the classical e-log p plot, where e is the void ratio. (3) Both in the ODC and the RS tests, the GSD converges into a…
Peer Reviews
No public reviews on file for this paper yet. If you reviewed it on a platform where reviews are public (OpenReview, ICLR, NeurIPS, ICML), you can paste yours below so the community can read it here.
Videos
No videos yet. Explain this paper in a talk, walkthrough, or lecture? Add one.
Taxonomy
TopicsGeotechnical Engineering and Soil Mechanics · Geotechnical Engineering and Underground Structures · Geotechnical and construction materials studies
