The influence of particle size ratio on the mechanical behaviour of gap-graded granular assemblies under drained triaxial compression: A DEM study

被引:1
|
作者
Adesina, Peter [1 ,2 ]
O'Sullivan, Catherine [3 ]
Wautier, Antoine [1 ]
机构
[1] Aix Marseille Univ, INRAE, UMR RECOVER, 3275 Rte Cezanne,CS 40061, F-13182 Aix En Provence, France
[2] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T 1Z4, Canada
[3] Imperial Coll London, Dept Civil & Environm Engn, South Kensington, London SW7 2AZ, England
关键词
Gap-graded assemblies; Size ratio; Finer fraction; Underfilled assemblies; Overfilled assemblies; Internal instability assessment criteria; INTERNAL STABILITY; NONPLASTIC FINES; SHEAR-STRENGTH; DILATANCY; SAND; DEFORMATION; MINIMUM; MAXIMUM; MODEL;
D O I
10.1016/j.compgeo.2024.106987
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The influence of particle size ratio on the mechanical characteristics of dense and loose gap-graded granular assemblies with varying finer particle contents under drained triaxial compression is investigated using the discrete element method (DEM). The behaviour of assemblies designated as internally stable according to Kedzi's filter internal instability criterion is compared with internally unstable assemblies. This study shows that the influence of size ratio on the mechanical characteristics of gap-graded assemblies depends on the finer particle content considered and is more pronounced within the underfilled assemblies than within the overfilled assemblies. The micromechanical characteristics such as the coordination number and the proportion of erodible finer fraction within the internally stable underfilled assemblies are distinct from the internally unstable assemblies, confirming Kedzi's criterion. However, Kedzi's internal instability criterion which is solely based on particle size distributions does not account for the evolution in particle contact formation and stress transmission occurring during shearing, and the consequent changes in the proportion of erodible finer fraction as observed in our DEM data. This limitation renders Kedzi's criterion inadequate for assessing the internal instability of gapgraded granular assemblies subjected to shearing.
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页数:19
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