A critical state testing round robin programme was carried out on sandy silt gold tailings. This involved 15 laboratories around the world testing a sandy silt tailings to infer its critical state line (CSL). Methods to be used were intentionally not supplied to participants, to enable the current methods being employed in industry and academia to be obtained in an unbiased manner. All but one of the laboratories involved in the study used the moist tamping sample preparation technique, generally to produce loose, contractive specimens. Void ratio was measured using a variety of means, including cell calibration, end-of-test water content and end-of-test soil freezing (EOTSF) to assist in measuring the final water content. Of the 15 entries, four were excluded from the primary comparison owing to various issues that appear to have led to their divergence from most of the entries received. Of the remaining entries, the best reproducibility was produced by laboratories that used EOTSF to measure void ratio. Most other test procedure variations appeared to have a negligible effect, with the exception of fixing of the top platen and possibly sample size. A CSL elevation range of 0·04 void ratio for laboratories using EOTSF was observed.
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July 2021
Research Article|
May 26 2020
Results of a critical state line testing round robin programme Available to Purchase
David Reid
;
David Reid
*School of Civil and Environmental Engineering, The University of Western Australia, Crawley, WA, Australia.
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Andy Fourie
;
Andy Fourie
†School of Civil and Environmental Engineering, The University of Western Australia, Crawley, WA, Australia.
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Juan Luis Ayala
;
Juan Luis Ayala
‡School of Civil and Environmental Engineering, The University of Western Australia, Crawley, WA, Australia.
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Simon Dickinson;
Simon Dickinson
§BGC Engineering Inc., Fredericton, NB, Canada
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Felipe Ochoa-Cornejo;
Felipe Ochoa-Cornejo
∥GeoEngineering Faculty, Universidad de Chile, Santiago, Chile.
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Riccardo Fanni;
Riccardo Fanni
¶ Golder, Perth, WA, Australia.
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Juan Garfias;
Juan Garfias
**Klohn Crippen Berger, Vancouver, BC, Canada.
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António Viana da Fonseca
;
António Viana da Fonseca
††CONSTRUCT-GEO, Faculty of Engineering of University of Porto, Porto, Portugal.
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Mason Ghafghazi
;
Mason Ghafghazi
‡‡Department of Civil & Mineral Engineering, University of Toronto, Toronto, ON, Canada.
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Carlos Ovalle
;
Carlos Ovalle
§§IRME UQAT-Polytechnique, Department of Civil, Geological, and Mining Engineering, Polytechnique Montréal, Montreal, Canada.
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Michael Riemer;
Michael Riemer
∥∥Department of Civil and Environmental Engineering, UC Berkeley, Berkeley, CA, USA.
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Amin Rismanchian
;
Amin Rismanchian
¶¶Fugro, Wallingford, UK.
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Roberto Olivera;
Roberto Olivera
***Golder, Vancouver, BC, Canada.
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Gonzalo Suazo
Gonzalo Suazo
†††Department of Civil Engineering, Universidad Tecnica Federico Santa Maria, Valparaíso, Chile.
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Publisher: Emerald Publishing
Received:
December 09 2019
Accepted:
April 17 2020
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2020 Thomas Telford Ltd
2020
Geotechnique (2021) 71 (7): 616–630.
Article history
Received:
December 09 2019
Accepted:
April 17 2020
Citation
Reid D, Fourie A, Ayala JL, Dickinson S, Ochoa-Cornejo F, Fanni R, Garfias J, da Fonseca AV, Ghafghazi M, Ovalle C, Riemer M, Rismanchian A, Olivera R, Suazo G (2021), "Results of a critical state line testing round robin programme". Geotechnique, Vol. 71 No. 7 pp. 616–630, doi: https://doi.org/10.1680/jgeot.19.P.373
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