Mechanical Response of Mine Tailings under Constant Shear Drained Loading-Reference-Cited by-同舟云学术

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Mechanical Response of Mine Tailings under Constant Shear Drained Loading

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Vergaray Luis¹,Macedo Jorge²^ORCID

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11928

Reference49 articles.

1. The ε_v/ε_a–p′ method for the determination of instability of granular soils under constant shear drained stress path

2. Sand instability under constant shear drained stress path

3. Analysis of Rainfall-Induced Debris Flows

4. Criterion for flow liquefaction instability

5. Arroyo, M., and A. Gens. 2021. Computational analyses of dam I failure at the Corrego de Feijao mine in Brumadinho, International Centre for Numerical Methods in Engineering. Barcelona, Spain: Technical Univ. of Catalonia.

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