Stiffness of clays and silts: Modeling considerations

Paul J Vardanega; Malcolm Bolton

doi:10.1061/(ASCE)GT.1943-5606.0001104

Stiffness of clays and silts: Modeling considerations

Paul J Vardanega^*, Malcolm Bolton

^*Corresponding author for this work

Research output: Contribution to journal › Article (Academic Journal) › peer-review

14 Citations (Scopus)

1492 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 language	English
Article number	06014004
Number of pages	7
Journal	Journal of Geotechnical and Geoenvironmental Engineering
Volume	140
Issue number	6
Early online date	14 Mar 2014
DOIs	https://doi.org/10.1061/(ASCE)GT.1943-5606.0001104
Publication status	Published - Jun 2014

Keywords

Stiffness
Clays
Silts
Design
Deformations
Modeling
Statistical analysis

Access to Document

10.1061/(ASCE)GT.1943-5606.0001104

JGGE_06014004_Author Version
Vardanega, P. J., & Bolton, M. (2014). Stiffness of clays and silts: Modeling considerations. Journal of Geotechnical and Geoenvironmental Engineering, 140(6), [06014004]. 10.1061/(ASCE)GT.1943-5606.0001104. This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers.
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14 Citations
1 Conference Contribution (Conference Proceeding)
1 Article (Academic Journal)

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. 139, 9, p. 1575-1589 15 p.
Research output: Contribution to journal › Article (Academic Journal) › peer-review
228 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 proceeding › Conference Contribution (Conference Proceeding)

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Cite this

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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.",

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AB - 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.

KW - Stiffness

KW - Clays

KW - Silts

KW - Design

KW - Deformations

KW - Modeling

KW - Statistical analysis

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DO - 10.1061/(ASCE)GT.1943-5606.0001104

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ER -

Stiffness of clays and silts: Modeling considerations

Abstract

Keywords

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Research output

Stiffness of clays and silts: Normalizing shear modulus and shear strain

Practical methods to estimate the non-linear shear stiffness of fine grained soils

Cite this