Effects of Non-Plastic Fines on Minimum and Maximum Void Ratios of Sand
ASTM International

Books & Journals/Geotechnical Testing Journal/Citation Page/

Volume 21, Issue 4 (December 1998)

ISSN: 0149-6115
Published Online: 0 0
Page Count: 12

Click here to download this paper now

View License Agreement

Effects of Non-Plastic Fines on Minimum and Maximum Void Ratios of Sand
Lade PV, Liggio Jr. CD, Yamamuro JA
(Received 1 July 1997; accepted 21 May 1998)

Abstract
The behavior of sand is affected by the content of non-plastic fine particles. How and to what degree the fines content affects the minimum and maximum void ratios has been studied in detail. A review is presented of previous theoretical and experimental studies of minimum and maximum void ratios of single spherical grains, packings of spheres of several discrete sizes, as well as optimum grain-size ratios to produce maximum densities. A systematic experimental study is performed of the variation of minimum and maximum void ratios with contents of fines for sands with smoothly varying particle size curves and a large variety of size distributions. It is shown that the fines content plays an important role in determining the sand structure and the consequent minimum and maximum void ratios. It is indicated how the fines content and sand structure affects the compressibility and the static liquefaction potential of the sand.

Keywords:
compressibility, fines content, laboratory test, liquefaction, relative density, sands, size distribution, void ratio

Paper ID: 4234XXX6

ASTM International is a member of CrossRef.
Author Lade PV, Liggio Jr. CD, Yamamuro JA Title Effects of Non-Plastic Fines on Minimum and Maximum Void Ratios of Sand Symposium , Committee on

 
Copyright © 1996-2007 ASTM. All Rights Reserved.
ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA, 19428-2959 USA