Results of a critical state line testing round robin programme-Reference-Cited by-同舟云学术

Results of a critical state line testing round robin programme

Published:2021-09-01 Issue: Volume: Page:1-2
ISSN:0016-8505
Container-title:Géotechnique
language:en
Short-container-title:Géotechnique

Author:

Reid David¹^ORCID,Fourie Andy¹^ORCID,Ayala Juan Luis¹^ORCID,Dickinson Simon²,Ochoa-Cornejo Felipe³,Fanni Riccardo⁴,Garfias Juan⁵,Viana da Fonseca AntÓnio⁶^ORCID,Ghafghazi Mason⁷^ORCID,Ovalle Carlos⁸^ORCID,Riemer Michael⁹,Rismanchian Amin¹⁰^ORCID,Olivera Roberto¹¹,Suazo Gonzalo¹²,Torres-Cruz Luis Alberto¹³

Affiliation:

1. School of Civil and Environmental Engineering, The University of Western Australia, Crawley, WA, Australia.

2. BGC Engineering Inc., Fredericton, NB, Canada.

3. GeoEngineering Faculty, Universidad de Chile, Santiago, Chile.

4. Golder, Perth, WA, Australia.

5. Klohn Crippen Berger, Vancouver, BC, Canada.

6. Construct-Geo, Faculty of Engineering of University of Porto, Porto, Portugal.

7. Department of Civil & Mineral Engineering, University of Toronto, Toronto, ON, Canada.

8. IRME UQAT-Polytechnique, Department of Civil, Geological, and Mining Engineering, Polytechnique Montréal, Montreal, Canada.

9. Department of Civil and Environmental Engineering, UC Berkeley, Berkeley, CA, USA.

10. Fugro, Wallingford, UK.

11. Golder, Vancouver, BC, Canada.

12. Department of Civil Engineering, Universidad Tecnica Federico Santa Maria, Valparaíso, Chile.

13. University of the Witwatersrand, Johannesburg, South Africa.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeot.20.D.002

Reference6 articles.

1. Results of a critical state line testing round robin programme

2. Effects of end restraint and strain rate in triaxial tests

3. Shear Resistance Between Sand and Smooth or Lubricated Surfaces

4. Limit void ratios and steady-state line of non-plastic soils

5. The critical state line of nonplastic tailings

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1. Soil Fluidisation Induced by Fine Particles Migration: Insights from the Shenzhen 2015 Landfill Landslide;2024

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