Insight into contact forces in crushable sand using experiments and predictive particle-scale modelling

粒子(生态学) 各向同性 接触力 比例(比率) 粉碎 岩土工程 机械 粒状材料 材料科学 地质学 物理 经典力学 光学 量子力学 海洋学 冶金
作者
John M. Harmon,Dawa Seo,Giuseppe Buscarnera,José E. Andrade
出处
期刊:Geotechnique [ICE Publishing]
卷期号:: 1-12 被引量:4
标识
DOI:10.1680/jgeot.21.00212
摘要

In this paper, an attempt is made to predict the evolving statistics of inter-particle contact forces during comminution using grain-scale computational modelling. A validation is first carried out by creating a one-to-one virtual avatar of an Ottawa sand specimen from three-dimensional X-ray tomography with level sets and comparing the data from an oedometric test to the model's prediction. The predictive capabilities are confirmed by comparing the constitutive response, grain size distribution and changes in particle shapes in both the experiment and model. Once validated, the predicted contact forces and particle stresses are investigated. It is found that the largest particles experience the largest forces. Despite larger particles being weaker on average, many survive because they are on the stronger side of the particle strength distribution and also have a higher coordination number producing a more isotropic stress state in the particle. These highest forces are largely aligned with the specimen axis, demonstrating that larger particles provide the strength in the loading direction. Meanwhile forces in the radial direction are more broadly distributed, indicating that small particles play a significant part in providing radial stability.

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