The compression index, swelling index and preconsolidation stress values are essential for reliable settlement calculations. However, it is a challenge to obtain representative parameters for very soft, organic, high-plasticity clays, which are often found in the Jacarepaguá Lowlands, Rio de Janeiro, Brazil. In recent decades, several geotechnical correlations have been proposed for estimating the parameters to check oedometer test data. The compression index can be estimated based on simple laboratory index tests and the preconsolidation stress can be found by means of piezocone and vane tests. In this paper, data from 24 different investigation clusters located in the region are analysed. Undisturbed samples were collected from 20 different locations; 67 piezocone tests and 48 vane tests were carried out, which resulted in a comprehensive data bank. Then correlations were developed and compared with a number of equations to assess their reliability. Special emphasis was given to correlations between the compression index and soil water content, and also between the preconsolidation stress and the corrected cone resistance and shoulder pore pressure measured in the piezocone tests.
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April 2017
Editors
Research Article|
February 14 2017
Compressibility and stress history of very soft organic clays
Magnos Baroni, DSc;
Magnos Baroni, DSc
Lecturer
Federal University of Santa Maria (UFSM), Santa Maria, Brazil
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Marcio de Souza S. Almeida, PhD, MICE
Marcio de Souza S. Almeida, PhD, MICE
Professor
Graduate School of Engineering (COPPE), Federal University of Rio de Janeiro, Rio de Janeiro, Brazil (corresponding author: almeida@coc.ufrj.br)
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Publisher: Emerald Publishing
Received:
August 06 2016
Accepted:
November 17 2016
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2017
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2017) 170 (2): 148–160.
Article history
Received:
August 06 2016
Accepted:
November 17 2016
Citation
Baroni M, Almeida MDSS (2017), "Compressibility and stress history of very soft organic clays". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 170 No. 2 pp. 148–160, doi: https://doi.org/10.1680/jgeen.16.00146
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