All Stories

  1. Ecoefficient Cementitious Materials with High Levels of Portland Cement Replacement Using Blast Furnace Slag
  2. Effect of ultra‐high performance concrete repair layer thickness on the behavior of concrete columns
  3. Influence of Wetting Conditions and Concrete Strength of Both Substrate and Repair Material on the Bond Capacity of Repaired Joints
  4. Análise do processo de dispersão da nanocelulose cristalina para a produção de compósitos cimentícios
  5. The influence of the reinforced concrete deformability in the design of slender columns
  6. Micro-structure and mechanical properties of microcrystalline cellulose-sisal fiber reinforced cementitious composites developed using cetyltrimethylammonium bromide as the dispersing agent
  7. Nonlinear numerical model of plane frames considering semi-rigid connection and different beam theories
  8. Mechanical and micro-structural investigation of multi-scale cementitious composites developed using sisal fibres and microcrystalline cellulose
  9. Avaliação dos efeitos da fibra de coco e da microcelulose cristalina nas propriedades de argamassas cimentícias
  10. Study of the influence of compressive strength concrete on columns during the design of a multi-floor building
  11. Study of the compressive and tensile strenghts of self-compacting concrete with sugarcane bagasse ash
  12. Multi-Scale Cementitious Composites
  13. Sugarcane Bagasse Ash Micronized Using Air Jet Mills for Green Pozzolan in Brazil
  14. Behavior of the self-compacting mortar with sugarcane bagasse ash in the fresh and hardened state
  15. Avaliação das propriedades mecânicas de compósitos de matriz cimentícia com microcelulose cristalina
  16. A facile approach of developing micro crystalline cellulose reinforced cementitious composites with improved microstructure and mechanical performance
  17. Aproveitamento de águas pluviais para fins não potáveis
  18. Self-compacting mortar with sugarcane bagasse ash: development of a sustainable alternative for Brazilian civil construction
  19. Estudo de impacto econômico e ambiental devido ao aumento da resistência do concreto na produção de pilares submetidos a pequenas cargas de compressão