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Index Void Ratios of Sands from Their Intrinsic Properties

Authors :
Junxing Zheng
Roman D. Hryciw
Source :
Journal of Geotechnical and Geoenvironmental Engineering. 142
Publication Year :
2016
Publisher :
American Society of Civil Engineers (ASCE), 2016.

Abstract

A comprehensive model for the index void ratios emax and emin of sands is presented. It is based on a large set of previously published sand properties as well as tests on 25 new materials including glass spheres and two types of rice. The new model uses the index void ratios of perfectly uniform spherical glass beads as baselines to which factors accounting for the three most influential intrinsic soil properties are applied. The three properties are particles roundness, R, sphericity, S, and the coefficient of uniformity, Cu. The following three factors led to the new model’s improvement over previous such efforts: (1) use of sands spanning a wide range of R, S, and Cu values; (2) consideration of the combined and coupled effects of R, S, and Cu; and (3) utilization of a recently developed computational geometry method on digital images to obtain precise values of R and S for large, statistically reliable numbers of particles.

Details

ISSN :
19435606 and 10900241
Volume :
142
Database :
OpenAIRE
Journal :
Journal of Geotechnical and Geoenvironmental Engineering
Accession number :
edsair.doi...........c51b746c34c1f255990938061a484d71
Full Text :
https://doi.org/10.1061/(asce)gt.1943-5606.0001575