Compression of an Assembly of Bi-Dispersed Particles
Author:
Affiliation:
1. Department of Civil and Environmental Engineering, University of Massachusetts, USA
2. Shanghai Urban Construction Vocational College, China
Funder
National Science Foundation
Publisher
Hosokawa Powder Technology Foundation
Link
https://www.jstage.jst.go.jp/article/kona/advpub/0/advpub_2025015/_pdf
Reference24 articles.
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2. Carrera A., Coop M., Lancellotta R., Influence of grading on the mechanical behaviour of Stava tailings, Géotechnique, 61 (2011) 935–946. https://doi.org/10.1680/geot.9.P.009
3. Chang C.S., Jamming density and volume-potential of a bi-dispersed granular system, Geophysical Research Letters, 49 (2022a) e2022GL098678. https://doi.org/10.1029/2022GL098678
4. Chang C.S., Deng Y., Compaction of bi-dispersed granular packing: analogy with chemical thermodynamics, Granular Matter, 24 (2022b) 58. https://doi.org/10.1007/s10035-022-01219-5
5. Chang C.S., Meidani M., Deng Y., A compression model for sand–silt mixtures based on the concept of active and inactive voids, Acta Geotechnica, 12 (2017) 1301–1317. https://doi.org/10.1007/s11440-017-0598-1
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