ABSTRACT The use of the Fall cone device to determine the Atterberg limits of soil mixtures with kaolinite and quartz sand is summarised in this research. The existing Fall cone testing procedures were evaluated and presented. The redefined soil classification on the new plasticity chart was implemented and evaluated in this research. For mixtures with higher fines content (sandy silts), liquid and plastic limit values obtained with the Fall cone methods correlate well with the existing data. For mixtures with lower fines content (silty sands), the Fall cone liquid and plastic limit determination methods were performed with inconsistent results. The test data obtained in the present research suggests that the interparticle contacts in densified soil mixtures with low fines content significantly influence the Fall cone methods’ test results. The existing correlation coefficients for the Fall cone flow indexdetermination could be applied to mixtures with higher fines content and liquid limit >30%.
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