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Stiffness at small strain: research and practice

Stiffness at small strain: research and practice
Stiffness at small strain: research and practice
This paper provides the background to the 50th Rankine Lecture. It considers the growth in emphasis of the prediction of ground displacements during design in the past two decades of the 20th century, as a result of the lessons learnt from field observations. The historical development of the theory of elasticity is then described, as are the constitutive frameworks within which it has been proposed that geotechnical predictions of deformation should be carried out. Factors affecting the stiffness of soils and weak rocks are reviewed, and the results of a numerical experiment, assessing the impact of a number of stiffness parameters on the displacements around a retaining structure, are described. Some field and laboratory methods of obtaining stiffness parameters are considered and critically discussed, and the paper concludes with a suggested strategy for the measurement and integration of stiffness data, and the developments necessary to improve the existing state of the art
0016-8505
5-37
Clayton, C.R.I.
8397d691-b35b-4d3f-a6d8-40678f233869
Clayton, C.R.I.
8397d691-b35b-4d3f-a6d8-40678f233869

Clayton, C.R.I. (2011) Stiffness at small strain: research and practice. Géotechnique, 61 (1), 5-37. (doi:10.1680/geot.2011.61.1.5).

Record type: Article

Abstract

This paper provides the background to the 50th Rankine Lecture. It considers the growth in emphasis of the prediction of ground displacements during design in the past two decades of the 20th century, as a result of the lessons learnt from field observations. The historical development of the theory of elasticity is then described, as are the constitutive frameworks within which it has been proposed that geotechnical predictions of deformation should be carried out. Factors affecting the stiffness of soils and weak rocks are reviewed, and the results of a numerical experiment, assessing the impact of a number of stiffness parameters on the displacements around a retaining structure, are described. Some field and laboratory methods of obtaining stiffness parameters are considered and critically discussed, and the paper concludes with a suggested strategy for the measurement and integration of stiffness data, and the developments necessary to improve the existing state of the art

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Published date: 1 January 2011
Organisations: Civil Engineering & the Environment

Identifiers

Local EPrints ID: 185729
URI: http://eprints.soton.ac.uk/id/eprint/185729
ISSN: 0016-8505
PURE UUID: 4c58da0b-1abc-4cb8-b608-15f4678cd3ac
ORCID for C.R.I. Clayton: ORCID iD orcid.org/0000-0003-0071-8437

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Date deposited: 11 May 2011 07:48
Last modified: 15 Mar 2024 03:04

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