Stability Analysis of Upstream Tailings Dam Using Numerical Limit Analyses-Reference-Cited by-同舟云学术

Stability Analysis of Upstream Tailings Dam Using Numerical Limit Analyses

Published:2022-06 Issue:6 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Whittle Andrew J.¹^ORCID,El-Naggar Hayel M.²^ORCID,Akl Sherif A. Y.³^ORCID,Galaa Abdullah M.⁴^ORCID

Affiliation:

1. Edmund K. Turner Professor, Dept. of Civil and Environmental Engineering, MIT, Cambridge, MA (corresponding author). ORCID: .

2. Assistant Researcher, Geo-Institute, Housing and Building National Research Center, Giza 12611, Egypt. ORCID:

3. Associate Professor, Soil Mechanics and Foundations Research Laboratory, Cairo Univ., Giza 12613, Egypt. ORCID:

4. Associate Professor, Geo-Institute, Housing and Building National Research Center, Giza 12611, Egypt. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002792

Reference45 articles.

1. Aas G. S. Lacasse T. Lunne and K. Høeg. 1986. “Use of in situ tests for foundation design on clay.” In Proc. Use of In Situ Tests in Geotechnical Engineering 1–30. Reston VA: ASCE.

2. Arroyo, M., and A. Gens. 2021. “Computational analyses of dam I failure at the Corrego de Feijao mine in Brumadinho, International Centre for Numerical.” In Methods in engineering, 561. Barcelona, Spain: Technical University of Catalonia.

3. Been K. 2016. “Characterizing mine tailings for geotechnical design.” In Proc. Geotechnical and Geophysical Site Characterization 41–55. St Ives Australia: Australian Geomechanics Society.

4. A state parameter for sands

5. The use of the Slip Circle in the Stability Analysis of Slopes

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