Influence of Curing under Stress on the Geomechanical Response of Cemented Iron Ore Mining Tailings Subjected to Distinct Effective Stress Paths-Reference-Cited by-同舟云学术

Influence of Curing under Stress on the Geomechanical Response of Cemented Iron Ore Mining Tailings Subjected to Distinct Effective Stress Paths

Published:2024-08 Issue:8 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

da Silva Andressa¹^ORCID,Miguel Gustavo Dias²^ORCID,Daronco João Victor Linch³,Coelho Pablo Oliveira dos Passos⁴^ORCID,Festugato Lucas⁵^ORCID

Affiliation:

1. Ph.D. Candidate, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil (corresponding author). ORCID: .

2. Ph.D. Candidate, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil. ORCID: .

3. Ph.D. Candidate, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil.

4. Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil. ORCID: .

5. Associate Professor, Graduate Program of Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre 90035-190, Brazil. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9288

Reference55 articles.

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5. ASTM. 2020b. Standard test method for consolidated undrained triaxial compression test for cohesive soils. ASTM D4767-11(2020). West Conshohocken, PA: ASTM.