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

Paul J Vardanega; Malcolm Bolton

doi:10.3233/978-1-60750-822-9-372

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

Paul J Vardanega, Malcolm Bolton

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

2142 Downloads (Pure)

Abstract

The use of databases in geotechnical engineering allows engineers to make a priori estimates of soil behaviour. Based on a study of the published literature, a database of 20 clays and silts is presented that allows predictions to be made of the strain-dependent stiffness of fine-grained soils, based on simple soil parameters. The significance of rate effects is discussed and corrections are made. The use of a reference strain γref to normalize shear strain values γ in relation to modulus reduction G/G0 is discussed. Empirical formulations are presented based on a rigorous regression analysis, and design charts are constructed.

Original language	English
Title of host publication	Deformation Characteristics of Geomaterials
Subtitle of host publication	Proceedings of the Fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul 2011, 1-3 September 2011, Seoul, Korea
Editors	C-K. Chung, H-K. Kim, J.-S. Lee, Y.-H. Jung, D-S. Kim
Place of Publication	Netherlands
Publisher	IOS Press
Pages	372-379
Number of pages	8
Volume	1
ISBN (Print)	9781607508212
DOIs	https://doi.org/10.3233/978-1-60750-822-9-372
Publication status	Published - Sept 2011

Keywords

stiffness
degradation
clays
silts
database
correlations
design charts

Access to Document

10.3233/978-1-60750-822-9-372

Full-text PDF (accepted author manuscript)
This is the author accepted manuscript (AAM). The final published version (version of record) is available online via IOS Press at http://ebooks.iospress.nl/publication/31655. Please refer to any applicable terms of use of the publisher.
Accepted author manuscript, 525 KB

Handle.net

Persistent link

Stiffness of clays and silts: Modeling considerations
Vardanega, P. J. & Bolton, M., Jun 2014, In: Journal of Geotechnical and Geoenvironmental Engineering. 140, 6, 7 p., 06014004.
Research output: Contribution to journal › Article (Academic Journal) › peer-review

Open Access
File
15 Citations (Scopus)

1534 Downloads (Pure)
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
263 Citations (Scopus)

Cite this

Vardanega, P. J., & Bolton, M. (2011). Practical methods to estimate the non-linear shear stiffness of fine grained soils. In C.-K. Chung, H.-K. Kim, J.-S. Lee, Y.-H. Jung, & D.-S. Kim (Eds.), Deformation Characteristics of Geomaterials: Proceedings of the Fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul 2011, 1-3 September 2011, Seoul, Korea (Vol. 1, pp. 372-379). IOS Press. https://doi.org/10.3233/978-1-60750-822-9-372

Vardanega, Paul J ; Bolton, Malcolm. / Practical methods to estimate the non-linear shear stiffness of fine grained soils. Deformation Characteristics of Geomaterials: Proceedings of the Fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul 2011, 1-3 September 2011, Seoul, Korea. editor / C-K. Chung ; H-K. Kim ; J.-S. Lee ; Y.-H. Jung ; D-S. Kim. Vol. 1 Netherlands : IOS Press, 2011. pp. 372-379

@inproceedings{c26b8b61c0d84f9eb6b16592ddec3b52,

title = "Practical methods to estimate the non-linear shear stiffness of fine grained soils",

abstract = "The use of databases in geotechnical engineering allows engineers to make a priori estimates of soil behaviour. Based on a study of the published literature, a database of 20 clays and silts is presented that allows predictions to be made of the strain-dependent stiffness of fine-grained soils, based on simple soil parameters. The significance of rate effects is discussed and corrections are made. The use of a reference strain γref to normalize shear strain values γ in relation to modulus reduction G/G0 is discussed. Empirical formulations are presented based on a rigorous regression analysis, and design charts are constructed.",

keywords = "stiffness, degradation, clays, silts, database, correlations, design charts",

author = "Vardanega, \{Paul J\} and Malcolm Bolton",

year = "2011",

month = sep,

doi = "10.3233/978-1-60750-822-9-372",

language = "English",

isbn = "9781607508212",

volume = "1",

pages = "372--379",

editor = "C-K. Chung and H-K. Kim and J.-S. Lee and Y.-H. Jung and D-S. Kim",

booktitle = "Deformation Characteristics of Geomaterials",

publisher = "IOS Press",

address = "Netherlands",

}

Vardanega, PJ & Bolton, M 2011, Practical methods to estimate the non-linear shear stiffness of fine grained soils. in C-K Chung, H-K Kim, J-S Lee, Y-H Jung & D-S Kim (eds), Deformation Characteristics of Geomaterials: Proceedings of the Fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul 2011, 1-3 September 2011, Seoul, Korea. vol. 1, IOS Press, Netherlands, pp. 372-379. https://doi.org/10.3233/978-1-60750-822-9-372

Practical methods to estimate the non-linear shear stiffness of fine grained soils. / Vardanega, Paul J; Bolton, Malcolm.
Deformation Characteristics of Geomaterials: Proceedings of the Fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul 2011, 1-3 September 2011, Seoul, Korea. ed. / C-K. Chung; H-K. Kim; J.-S. Lee; Y.-H. Jung; D-S. Kim. Vol. 1 Netherlands: IOS Press, 2011. p. 372-379.

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

TY - GEN

T1 - Practical methods to estimate the non-linear shear stiffness of fine grained soils

AU - Vardanega, Paul J

AU - Bolton, Malcolm

PY - 2011/9

Y1 - 2011/9

N2 - The use of databases in geotechnical engineering allows engineers to make a priori estimates of soil behaviour. Based on a study of the published literature, a database of 20 clays and silts is presented that allows predictions to be made of the strain-dependent stiffness of fine-grained soils, based on simple soil parameters. The significance of rate effects is discussed and corrections are made. The use of a reference strain γref to normalize shear strain values γ in relation to modulus reduction G/G0 is discussed. Empirical formulations are presented based on a rigorous regression analysis, and design charts are constructed.

AB - The use of databases in geotechnical engineering allows engineers to make a priori estimates of soil behaviour. Based on a study of the published literature, a database of 20 clays and silts is presented that allows predictions to be made of the strain-dependent stiffness of fine-grained soils, based on simple soil parameters. The significance of rate effects is discussed and corrections are made. The use of a reference strain γref to normalize shear strain values γ in relation to modulus reduction G/G0 is discussed. Empirical formulations are presented based on a rigorous regression analysis, and design charts are constructed.

KW - stiffness

KW - degradation

KW - clays

KW - silts

KW - database

KW - correlations

KW - design charts

U2 - 10.3233/978-1-60750-822-9-372

DO - 10.3233/978-1-60750-822-9-372

M3 - Conference Contribution (Conference Proceeding)

SN - 9781607508212

VL - 1

SP - 372

EP - 379

BT - Deformation Characteristics of Geomaterials

A2 - Chung, C-K.

A2 - Kim, H-K.

A2 - Lee, J.-S.

A2 - Jung, Y.-H.

A2 - Kim, D-S.

PB - IOS Press

CY - Netherlands

ER -

Vardanega PJ, Bolton M. Practical methods to estimate the non-linear shear stiffness of fine grained soils. In Chung CK, Kim HK, Lee JS, Jung YH, Kim DS, editors, Deformation Characteristics of Geomaterials: Proceedings of the Fifth International Symposium on Deformation Characteristics of Geomaterials, IS-Seoul 2011, 1-3 September 2011, Seoul, Korea. Vol. 1. Netherlands: IOS Press. 2011. p. 372-379 doi: 10.3233/978-1-60750-822-9-372

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

Abstract

Keywords

Access to Document

Handle.net

Fingerprint

Research output

Stiffness of clays and silts: Modeling considerations

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

Cite this