2016
DOI: 10.1016/j.soildyn.2016.02.006
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Evaluation of static and dynamic properties of sand–fines mixtures through the state and equivalent state parameters

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Cited by 23 publications
(9 citation statements)
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“…Moreover, it is shown that at a given density, CRR 15 decreases with increasing p 0 and that the effect of p 0 on CRR 15 diminishes with increasing f c . The existence of f c,th , has also been observed in previous studies on the effect of f c on the behaviour of sand with fines [38][39][40][41][42][43][44]. The f c,th is an important parameter determining the transition from the sand-dominated to the silt-dominated behaviour of mixtures and is related to their particle packing, mean diameter ratio, and separation distance as well as gradation, mineralogy, and particle shape characteristics [45].…”
Section: Liquefaction Resistancesupporting
confidence: 56%
“…Moreover, it is shown that at a given density, CRR 15 decreases with increasing p 0 and that the effect of p 0 on CRR 15 diminishes with increasing f c . The existence of f c,th , has also been observed in previous studies on the effect of f c on the behaviour of sand with fines [38][39][40][41][42][43][44]. The f c,th is an important parameter determining the transition from the sand-dominated to the silt-dominated behaviour of mixtures and is related to their particle packing, mean diameter ratio, and separation distance as well as gradation, mineralogy, and particle shape characteristics [45].…”
Section: Liquefaction Resistancesupporting
confidence: 56%
“…Turning to the question of why the test data of Hsiao & Phan (2016) do not show any correlation between G 0 and ψ, the authors do not have sufficient information to evaluate their data, but would like to make several important observations. First, the fines used in the tests were not non-plastic but with a certain degree of plasticity, and the threshold fines content determined was unusually high ($50%).…”
Section: Discussionmentioning
confidence: 99%
“…27(b)). Finally, and perhaps more importantly, Hsiao & Phan (2016) simply plotted all G 0 values against ψ, without properly identifying and accounting for the effect of confining stress. …”
Section: Discussionmentioning
confidence: 99%
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“…However, within a narrow band of fines content, the influence of fines content is not significant. Hsiao and Phan 41 examined the test data of sand‐silt mixtures, and the correlation between G and ψ was not discovered. In addition, Rahman et al 42 .…”
Section: Constitutive Frameworkmentioning
confidence: 99%