Example Application of the Rescaling Equation for CPT Inferred State Parameters in Loose Mine Tailings-Reference-Cited by-同舟云学术

Example Application of the Rescaling Equation for CPT Inferred State Parameters in Loose Mine Tailings

Published:2023-05 Issue:5 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ayala Juan¹^ORCID,Fourie Andy²^ORCID,Reid David³^ORCID

Affiliation:

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

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

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8040

Reference18 articles.

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

2. Improved cone penetration test predictions of the state parameter of loose mine tailings;Ayala J.;Can. Geotech. J.,2022

3. The cone penetration test in sands: part I, state parameter interpretation

4. The cone penetration test in sands: part II, general inference of state

5. Interpretation of sand state from cone penetration resistance

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1. 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