Skip to main navigation Skip to search Skip to main content

Stiffness of clays and silts: Modeling considerations

Research output: Contribution to journalArticle (Academic Journal)peer-review

15 Citations (Scopus)
1546 Downloads (Pure)

Abstract

A large database has recently been published that details the development of new empirical expressions for the stiffness reduction with strain of clays and silts. In this note, the same database is used to examine two major considerations for engineers using these expressions in numerical analyses: the transformation from secant to tangent stiffness and the effect of stress history. (C) 2014 American Society of Civil Engineers.

Original languageEnglish
Article number06014004
Number of pages7
JournalJournal of Geotechnical and Geoenvironmental Engineering - ASCE
Volume140
Issue number6
Early online date14 Mar 2014
DOIs
Publication statusPublished - Jun 2014

Keywords

  • Stiffness
  • Clays
  • Silts
  • Design
  • Deformations
  • Modeling
  • Statistical analysis

Fingerprint

Dive into the research topics of 'Stiffness of clays and silts: Modeling considerations'. Together they form a unique fingerprint.
  • Stiffness of clays and silts: Normalizing shear modulus and shear strain

    Vardanega, P. J. & Bolton, M. D., 9 Sept 2013, In: Journal of Geotechnical and Geoenvironmental Engineering - ASCE. 139, 9, p. 1575-1589 15 p.

    Research output: Contribution to journalArticle (Academic Journal)peer-review

    268 Citations (Scopus)
  • Practical methods to estimate the non-linear shear stiffness of fine grained soils

    Vardanega, P. J. & Bolton, M., Sept 2011, Deformation Characteristics of Geomaterials: Proceedings of the Fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul 2011, 1-3 September 2011, Seoul, Korea. Chung, C.-K., Kim, H.-K., Lee, J.-S., Jung, Y.-H. & Kim, D.-S. (eds.). Netherlands: IOS Press, Vol. 1. p. 372-379 8 p.

    Research output: Chapter in Book/Report/Conference proceedingConference Contribution (Conference Proceeding)

    Open Access
    File
    2170 Downloads (Pure)

Cite this