Strength and dilatancy of silty sand

Yang Xiao, Hanlong Liu, Yumin Chen*, Jian Chu

*Corresponding author for this work

Research output: Contribution to journalComment/debatepeer-review

39 Citations (Scopus)

Abstract

Fines content can have a great influence on the mechanical behavior of sand. The effect of fines content has not been taken into account in most of the strength-dilatancy relationships for sand. An attempt was made in this paper to account for the influence of fines content on the strength-dilatancy relationship of silty sands. The test data on Ottawa sands with nonplastic fines were reanalyzed to examine the strength and dilatancy relationship for silty sand with different fines contents. The ratio of excess angle (which is the difference between the peak friction angle and the critical state friction angle) to the relative dilatancy index was found to be a function of fines content. Furthermore, a strengthdilatancy relationship was also modified to account for the influence of confining pressure on the strength-dilatancy relationship of silt sands.

Original languageEnglish
Article number06014007
JournalASCE J Soil Mech Found Div
Volume140
Issue number7
DOIs
Publication statusPublished - 2014
Externally publishedYes

Bibliographical note

Publisher Copyright:
© 2014 American Society of Civil Engineers.

ASJC Scopus Subject Areas

  • General Environmental Science
  • Geotechnical Engineering and Engineering Geology

Keywords

  • Dilatancy
  • Fines
  • Friction angle
  • Sand
  • Strength

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