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dc.contributor.authorJoão Vítor de Azambuja Carvalho
dc.contributor.authorAlexia Cindy Wagner
dc.contributor.authorHugo Carlos Scheuermann Filho
dc.contributor.authorNilo Cesar Consoli
dc.date.accessioned2024-12-24T10:27:58Z
dc.date.available2024-12-24T10:27:58Z
dc.date.copyright8/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJGGEFK.GTENG-12319.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298972
dc.description.abstractSoil mechanics traditionally have focused on studying pure clays and clean sands. However, natural soils and other geomaterials usually do not fall into these two classes. Most geomaterials are a complex matrix of fines and coarser particles, with distinct shapes and mineralogy interacting. This paper studied iron ore tailings over a broad range of pressures and stress histories to investigate the mechanical behavior of this nontextbook geomaterial. A thorough experimental program was conducted, and aspects of the stress–strain response, yielding, hardening, and critical state were evaluated. The state boundary surface of iron ore tailings also was investigated. The results demonstrated that the stress history of tailings affects the tailings’ behavior only at elevated stress levels. The existence of particles with distinct mineralogy in the iron ore tailings (mainly iron oxide and quartz) could have induced different breakage patterns, with an evolving particle morphology being the dominant mechanism up to the pressures achieved.
dc.publisherAmerican Society of Civil Engineers
dc.titleThe Role of Fabric, Stress History, Mineralogy, and Particle Morphology on the Triaxial Behavior of Nontextbook Geomaterials
dc.typeJournal Article
dc.journal.volume150
dc.journal.issue8
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi10.1061/JGGEFK.GTENG-12319
dc.journal.fristpage04024055-1
dc.journal.lastpage04024055-14
dc.page14
dc.treeJournal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 008
dc.contenttypeFulltext


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