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- W2286044304 abstract "Particle shape raises more interest among geologists than among engineering geotechnical staff. It is commonly accepted that particle shape is the result of geological processes, such as transportation and sedimentation, and depends on many factors, such as mineral composition or structure and texture of the host rock. The influence of particle shape on the geotechnical properties of soil has been widely discussed in literature from the early 1900-ties, e.g. by Wadell [3], Riley [16], Pentland [6] and other scientists, who proposed their own definitions and methods of determining particle roundness and angularity. Finally, it has been decided that particle shape should be defined by three independent parameters [2]: roundness , reflecting the general shape of the particle in comparison to a sphere; angularity , describing changes in roundness in the corners of the studied particle; and microtexture , reflecting the complexity of the particle surface in micro scale; this parameter is also referred to as micromorphology. These three parameters describe particle shape at various magnifications and allow obtaining all important data on this feature. This report is focused on a review and analysis of the analytical methods determining particle angularity, and is an attempt to establish an optimal definition of determining particle angularity in road aggregates. We present selected definitions used to determine angularity, worked out by different authors over the years as an attempt to find the best analytical method of describing angularity." @default.
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- W2286044304 date "2015-11-01" @default.
- W2286044304 modified "2023-10-18" @default.
- W2286044304 title "Comparison of Methods Determining the Angularity of Aggregate Particles" @default.
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- W2286044304 doi "https://doi.org/10.4028/www.scientific.net/amm.797.246" @default.
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