Flow conditions of fresh mortar and concrete in different pipes

Cement and Concrete Research

Volumn 39, Issue 11, 2009, Pages 997-1006

  Jacobsen, Stefan ^a   Haugan, Lars ^b   Hammer, Tor Arne ^b   Kalogiannidis, Evangelos ^a  

^a NORWEGIAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Norway)

^b SINTEF   (Norway)

Author keywords

Fresh concrete; Pumping; Rheology; Workability

Indexed keywords

ACRYLIC PIPES; AFTER-FLOW; BOUNDARY FLOWS; CONCRETE MIX; CONCRETE SURFACE; CONCRETE-FILLED; CROSS SECTION; FLOW CONDITION; FLOW PROFILE; FRESH CONCRETE; FULL SCALE; HALF-CYLINDERS; HARDENED CONCRETE; LOW FLOW; MAXIMUM FLOW RATE; PIPE SURFACES; PIPE WALLS; PUMPING; SAWN SURFACES; SEM; SLIP LAYERS; WORKABILITY;

CONCRETE TESTING; CYLINDERS (SHAPES); ELASTICITY; FLOW RATE; HARDENING; PIPE; PLASTICITY; PUMPS; RHEOLOGY; RUBBER; SILICA; SILICA FUME; SURFACE ROUGHNESS; SURFACE TESTING; SURFACES; VISCOSITY;

CONCRETE PIPE;

EID: 70349610768     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconres.2009.07.005     Document Type: Article

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