Dissipation tests with the BAT probe at the Sarapuí Ⅱ soft clay

This paper presents dissipation tests performed at the Sarapuí Ⅱ very soft clay test site in the metropolitan area of Rio de Janeiro, Brazil, with the BAT probe, a special type of piezometer. The tests performed indicated that the BAT probe is a useful tool for determining the coefficient of horizontal consolidation in situ. The obtained values of ch in the very soft clay decreased from 10-5 m2/s at 1 m depth to 10-6 m2/s at 3 m depth, remaining constant to 6 m depth, consistently in the upper range of piezocone values. The quality of the dissipation curves, based on comparison with theoretical dissipation curves, was rated, in general, as fair, which agrees with evidence that the match quality between experimental and theoretical curves decreases as the distance from the cone mid-face increases. Dissipation tests and permeability tests conducted with the BAT probe were used to directly assess the coefficient of volume change in situ. Differences between in-situ and oedometer test results have been attributed to anisotropy, stress state differences, and influence of probe insertion on the coefficient of permeability values. The obtained data seemed to indicate that consolidation during dissipation takes place in recompression mode, as suggested by other studies.

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Publication Details

Journal
AIMS Geosciences
Published
2025-01-01
DOI
https://doi.org/10.3934/geosci.2025027
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
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article

Dissipation tests with the BAT probe at the Sarapuí Ⅱ soft clay

Graziella Maria Faquim Jannuzzi, Fernando Artur Brasil Danziger, Tom Lunne, José Wellington S de Vargas
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AIMS Geosciences
Geotechnical Engineering and Soil Mechanics
article

Dissipation tests with the BAT probe at the Sarapuí Ⅱ soft clay

Graziella Maria Faquim Jannuzzi, Fernando Artur Brasil Danziger, Tom Lunne, José Wellington S de Vargas
article en

Abstract

This paper presents dissipation tests performed at the Sarapuí Ⅱ very soft clay test site in the metropolitan area of Rio de Janeiro, Brazil, with the BAT probe, a special type of piezometer. The tests performed indicated that the BAT probe is a useful tool for determining the coefficient of horizontal consolidation in situ. The obtained values of ch in the very soft clay decreased from 10-5 m2/s at 1 m depth to 10-6 m2/s at 3 m depth, remaining constant to 6 m depth, consistently in the upper range of piezocone values. The quality of the dissipation curves, based on comparison with theoretical dissipation curves, was rated, in general, as fair, which agrees with evidence that the match quality between experimental and theoretical curves decreases as the distance from the cone mid-face increases. Dissipation tests and permeability tests conducted with the BAT probe were used to directly assess the coefficient of volume change in situ. Differences between in-situ and oedometer test results have been attributed to anisotropy, stress state differences, and influence of probe insertion on the coefficient of permeability values. The obtained data seemed to indicate that consolidation during dissipation takes place in recompression mode, as suggested by other studies.

AIMS GeosciencesVol. 11(3)
Universidade Federal do Rio de Janeiro (BR), Norwegian Geotechnical Institute (NO)
Climate action
Openalex Percentile: Top 81%
Geotechnical Engineering and Soil Mechanics
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