2019
DOI: 10.1016/j.conbuildmat.2019.06.075
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A nonlinear particle packing model for multi-sized granular soils

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Cited by 21 publications
(15 citation statements)
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“…The value of e d /e D is higher for siltclay grain size than that for sand grain size. This is agreement with what was observed by Chang et al [30], Chang and Deng [42], and Liu et al [33] for sand-silt soils and granular soils. The reason causing this phenomenon was the difference in grain shape, wherein it was found that the shape of grains changes with decreasing size from rotund or angular to plate or acicular.…”
Section: Resultssupporting
confidence: 93%
See 1 more Smart Citation
“…The value of e d /e D is higher for siltclay grain size than that for sand grain size. This is agreement with what was observed by Chang et al [30], Chang and Deng [42], and Liu et al [33] for sand-silt soils and granular soils. The reason causing this phenomenon was the difference in grain shape, wherein it was found that the shape of grains changes with decreasing size from rotund or angular to plate or acicular.…”
Section: Resultssupporting
confidence: 93%
“…For another important factor, namely, fine content, in the engineering practice, the extensive research in the field of concrete mixes was carried out to show the influence of fine content on the magnitude of minimum void ratio at the earliest [31]. Subsequently, it also has been confirmed that the void ratio will be affected by the change of fine content in the soil foundation, slope, and coarse grain [27,[32][33][34]. Kuerbis [35] has found that there is the nonlinear relationship between void ratio and fine content, and the mechanical behaviour of soil was affected.…”
Section: Introductionmentioning
confidence: 99%
“…The dependence of pore filling on the GSD is highlighted in several studies investigating the packing density (or total volume fraction of solids) of binary mixtures of spherical particles (i.e., two different sized particles present) [24][25][26]. For these mixtures, much higher densities (or pore filling) are achieved as the coarse:fine particle size ratio of the particles increases, as shown in Figure 2.…”
Section: Pore Dimension and Pore Fillingmentioning
confidence: 89%
“…In principle, ϕ min should vary with particle size distribution, although theoretical particle packing models (e.g. Liu et al., 2019; Shen et al., 2019) suggest that these variations in ϕ min should be relatively small. Nimmo (2013) suggested that the closest particle packing in natural soils should result in porosities lying between c. 0.30 and 0.35 cm 3 /cm 3 .…”
Section: Concepts For Modelling Soil Structure Dynamicsmentioning
confidence: 99%
“…The minimum porosity ϕ min can be relatively easily measured for artificial porous materials (see Liu et al., 2019; Shen, Liu, Xu, & Wang, 2019 and references therein). This would probably not be so straightforward for natural soils, although some methods have been proposed (e.g.…”
Section: Concepts For Modelling Soil Structure Dynamicsmentioning
confidence: 99%