Parameter-study on the influence of steel fibers and coarse aggregate content on the fresh properties of self-compacting concrete

Cement and Concrete Research

Volumn 31, Issue 12, 2001, Pages 1793-1798

  Grünewald, Steffen ^a   Walraven, Joost C ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

Fiber reinforcement; Mix proportioning; Self compacting concrete; Workability

Indexed keywords

ASPECT RATIO; DEFORMATION; FIBER REINFORCED MATERIALS; STEEL; SURFACE ROUGHNESS;

SELF-COMPACTING CONCRETES (SCC); STEEL FIBERS;

REINFORCED CONCRETE;

EID: 0035657369     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(01)00555-5     Document Type: Article

References (13)

1. Self-compacting concrete, development, present use and future
2. Investigation on blocking of self-compacting concrete with different maximum aggregate size and use of viscosity agent instead filler
3. Optimization of self-compacting concrete thanks to packing model
4. Steel fibre reinforced concrete
5. The workability of steel-fibre-reinforced concrete
6. Factors influencing the workability of steel-fibre reinforced concrete: Part 1
7. Factors influencing the workability of steel-fibre reinforced concrete: Part 2
8. Proportioning, mixing and placement of fibre-reinforced cements and concretes
9. Mix design and mechanical behaviour of some steel-fibre-reinforced concretes used in reinforced concrete structures
10. Workability, testing, and performance of self-consolidating concrete