A Simple Method to Calculate the Void Ratio of Very Loose Silts and Silty Sands in Torsional Shear Hollow Cylinder Testing-Reference-Cited by-同舟云学术

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A Simple Method to Calculate the Void Ratio of Very Loose Silts and Silty Sands in Torsional Shear Hollow Cylinder Testing

Published:2023-03-17 Issue:3 Volume:46 Page:20220021
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Fanni Riccardo¹²,Reid David²,Fourie Andy²

Affiliation:

1. WSP, 5 Spring St., Perth, Western Australia, Australia (Corresponding author), e-mail: riccardo.fanni@wsp.com, https://orcid.org/0000-0002-6062-0733

2. Department of Civil, Environmental, and Mining Engineering, The University of Western Australia, 35 Stirling Highway, Crawley, Western Australia 6009, Australia, https://orcid.org/0000-0002-1867-1676 (D.R.)

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference52 articles.

1. Ampadu, S. I. K. “Undrained Behaviour of Kaolin in Torsional Simple Shear.” PhD diss., University of Tokyo, 1991.

2. Cone Penetration Testing on Silty Tailings Using a New Small Calibration Chamber;Ayala;Géotechnique Letters,2020

3. Improved Cone Penetration Test Predictions of the State Parameter of Loose Mine Tailings;Ayala;Canadian Geotechnical Journal,2022

4. Effect of Non-plastic Silt on the Anisotropic Behaviour of Sand;Bahadori;Soils and Foundations,2008

5. Bishop, A. W. 1971. “Shear Strength Parameters for Undisturbed and Remolded Soil Specimens.” In Stress-Strain Behaviour of Soils; Proceedings of the Roscoe Memorial Symposium, 3–58. Edinburgh, Scotland: G. T. Foulis & Co.

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