A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Test Methods for Rheological Properties of Self-Compacting Concrete Pastes
This paper provides a general study on cement paste flow which derived from self- compacting concretes. Rheometer, Marsh cone and mini-slump cone were used to evaluate fluidity of cement pastes containing superplasticizers of different types and dosages and loss of fluidity over time. There is a superplasticizer saturation dosage beyond which no significant fluidity increase can be found. This paper evaluated the effect of these three methods using rheometer as control and the optimum superplasticizer type for the preparation of self-compacting concrete was suggested.
Test Methods for Rheological Properties of Self-Compacting Concrete Pastes
This paper provides a general study on cement paste flow which derived from self- compacting concretes. Rheometer, Marsh cone and mini-slump cone were used to evaluate fluidity of cement pastes containing superplasticizers of different types and dosages and loss of fluidity over time. There is a superplasticizer saturation dosage beyond which no significant fluidity increase can be found. This paper evaluated the effect of these three methods using rheometer as control and the optimum superplasticizer type for the preparation of self-compacting concrete was suggested.
Test Methods for Rheological Properties of Self-Compacting Concrete Pastes
Advanced Materials Research ; 338 ; 396-400
2011-09-02
5 pages
Article (Journal)
Electronic Resource
English
Rheological Behavior of Self-Compacting Concrete Cement Pastes
| British Library Conference Proceedings | 2005
Rheological Characterization of Pastes for Self-Compacting Concrete
| British Library Conference Proceedings | 2005
Rheological behavior of self-compacting concrete cement pastes
| Tema Archive | 2005
Rheological Characterization of Self-compacting Concrete Pastes with Polymeric Admixtures
| Springer Verlag | 2019