Joao Paulo de Sousa Silva Publications

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Author Name

Joao Paulo de Sousa Silva



Total Publications: 5

  • Assessment of strength and stiffness properties of compacted filtered iron ore tailings-Portland cement blends field stack.
  • Nilo Cesar Consoli ; Aghileh Khajeh ; Joao Paulo de Sousa Silva ; Helder Mansur Chaves ; Juan Pablo Ocampo-Patino ; Jorge Hernan Florez Galvez
  • XVII Pan-American Conference on Soil Mechanics and Geotechnical Engineering (XVII PCSMGE)
  • Oral Presentations MT 1 Geotechnical Characterization
  • Shear response of iron ore tailings under monotonic loadings
  • Guilherme Schmitt Medina ; Helena Portela Farenzena ; Braulio Araujo Rodrigues ; Joao Paulo de Sousa Silva ; Lucas Festugato ; Nilo Cesar Consoli
  • 8th International Symposium on Deformation Characteristics of Geomaterials (ISDCG2023)
  • II.9) Sensitive and liquefiable soils: tailings and other highly brittle strain-softening soils
  • The effect of key parameters on the mechanical response of artificially cemented iron ore tailings for dry stacking purposes
  • Nilo Cesar Consoli ; Bruno Guimaraes Delgado ; Joao Paulo de Sousa Silva ; Hugo Carlos Scheuermann Filho
  • 8th International Symposium on Deformation Characteristics of Geomaterials (ISDCG2023)
  • II.6) Soil stabilisation and improvement
  • Tailings Dams, Laboratory Testing, Stabilization
  • On the behaviour of compacted filtered iron ore tailings submitted to high pressures
  • Joao Paulo de Sousa Silva ; Joao Vitor Carvalho ; Alexia Cindy Wagner ; Nilo Cesar Consoli
  • 8th International Symposium on Deformation Characteristics of Geomaterials (ISDCG2023)
  • II.8) Non-textbook soils
  • Tailings Dams, Laboratory Testing
  • Influence of initial compaction and confining pressure on the hydraulic conductivity of compacted iron ore tailings
  • R. Aguiar dos Santos ; Bruno Guimaraes Delgado ; Ana Luisa Cezar Rissoli ; Joao Paulo de Sousa Silva ; Michele Dal Toe Casagrande
  • 8th International Symposium on Deformation Characteristics of Geomaterials (ISDCG2023)
  • II.9) Sensitive and liquefiable soils: tailings and other highly brittle strain-softening soils

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