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contributor authorGye-Chun Cho
contributor authorJake Dodds
contributor authorJ. Carlos Santamarina
date accessioned2017-05-08T21:28:32Z
date available2017-05-08T21:28:32Z
date copyrightMay 2006
date issued2006
identifier other%28asce%291090-0241%282006%29132%3A5%28591%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52906
description abstractThe size and shape of soil particles reflect the formation history of the grains. In turn, the macroscale behavior of the soil mass results from particle level interactions which are affected by particle shape. Sphericity, roundness, and smoothness characterize different scales associated with particle shape. New experimental data and results from published studies are gathered into two databases to explore the effects of particle shape on packing density and on the small-to-large strain mechanical properties of sandy soils. In agreement with previous studies, these data confirm that increased angularity or eccentricity produces an increase in
publisherAmerican Society of Civil Engineers
titleParticle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands
typeJournal Paper
journal volume132
journal issue5
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2006)132:5(591)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 005
contenttypeFulltext


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