A Unified Approach for the Analysis of CPT Partial Drainage Effects within a Critical State Soil Mechanics Framework in Mine Tailings-Reference-Cited by-同舟云学术

A Unified Approach for the Analysis of CPT Partial Drainage Effects within a Critical State Soil Mechanics Framework in Mine Tailings

Published:2023-06 Issue:6 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ayala Juan¹^ORCID,Fourie Andy²,Reid David³

Affiliation:

1. Formerly, Ph.D. Candidate, Dept. of Civil, Environmental and Mining Engineering, Univ. of Western Australia, Perth 6009, Australia; Senior Geotechnical Engineer, Dept. of Engineering, Klohn Crippen Berger (KCB), Perth 6005, Australia (corresponding author). ORCID: .

2. Professor, Dept. of Civil, Environmental and Mining Engineering, Univ. of Western Australia, Perth 6009, Australia.

3. Research Fellow, Dept. of Civil, Environmental and Mining Engineering, Univ. of Western Australia, Perth 6009, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-10915

Reference50 articles.

1. Cone penetration testing on silty tailings using a new small calibration chamber

2. Ayala J. A. Fourie and D. Reid. 2020b. “Development of a new large calibration chamber for testing thickened tailings with the cone penetration test.” In Proc. 23rd Int. Conf. on Paste Thickened and Filtered Tailings Paste 2020 edited by H. Quelopana. Santiago: Gecamin Publications.

3. Ayala J. A. Fourie and D. Reid. 2021. “Cone penetration testing of gold tailings in a small calibration chamber.” In Proc. Mine Waste and Tailings 2021 Conf. edited by D. Williams. Brisbane Australia: The Australasian Institute of Mining and Metallurgy.

4. Improved cone penetration test predictions of the state parameter of loose mine tailings

5. Baldi G. R. Bellotti V. Ghionna M. Jamiolkowski and E. Pasqualini. 1982. “Design parameters for sand from CPT.” In Proc. 2nd European Symp. on Penetration Testing edited by A. Verruijt F. L. Beringen and E. H. De Leeuw. 425–438. Rotterdam Netherlands: A.A. Balkema.

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1. Coupled hydromechanical modelling of cone penetration in layered liquefiable soils;Géotechnique;2024-02-24

2. Drained static bias effects on very loose silt tailings;Japanese Geotechnical Society Special Publication;2024

3. Reply to the discussion by Shuttle and Jefferies on “Improved cone penetration test predictions of the state parameter of loose mine tailings”;Canadian Geotechnical Journal;2023-07-01