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On the influence of the grain size distribution curve on P-wave velocity, constrained elastic modulus M max and Poisson's ratio of quartz sands

Authors :
Wichtmann, T.
Triantafyllidis, T.
Source :
Soil Dynamics & Earthquake Engineering (0267-7261). Aug2010, Vol. 30 Issue 8, p757-766. 10p.
Publication Year :
2010

Abstract

Abstract: The paper presents an experimental study on the influence of the grain size distribution curve on dynamic soil properties. More than 160 resonant column tests with additional P-wave measurements have been performed on 27 different grain size distribution curves of a quartz sand. While the small-strain shear modulus G max has been discussed by Wichtmann and Triantafyllidis the present paper focusses on P-wave velocity v P , on the small-strain constrained elastic modulus M max and on Poisson''s ratio . It is demonstrated that while v P and M max do not significantly depend on mean grain size d 50 in the investigated range, they decrease with increasing coefficient of uniformity C u =d 60/d 10 of the grain size distribution curve. Poisson''s ratio does also not depend on d 50 but increases with increasing C u . An empirical formula similar to Hardin''s equation has been developed for M max, considering the influence of the grain size distribution curve. It predicts quite well the experimental data. [Copyright &y& Elsevier]

Details

Language :
English
ISSN :
02677261
Volume :
30
Issue :
8
Database :
Academic Search Index
Journal :
Soil Dynamics & Earthquake Engineering (0267-7261)
Publication Type :
Academic Journal
Accession number :
50360326
Full Text :
https://doi.org/10.1016/j.soildyn.2010.03.006