Factorial design modelling of mix proportion parameters of underwater composite cement grouts

Cement and Concrete Research

Volumn 31, Issue 11, 2001, Pages 1553-1560

  Sonebi, Mohammed ^a  

^a UNIVERSITY OF THE WEST OF SCOTLAND   (United Kingdom)

Author keywords

Antiwashout admixture; Flow time; Minislump; PFA; SP; Underwater grout; Washout resistance; Water binder

Indexed keywords

BINDERS; COMPOSITE MATERIALS; COMPRESSIVE STRENGTH; FLUIDITY; GROUTING; MATHEMATICAL MODELS; PULVERIZED FUEL; RHEOLOGY;

ANTIWASHOUT ADMIXTURES; CEMENT GROUTS; WASHOUT RESISTANCE;

CEMENTS;

EID: 0035511084     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(01)00583-X     Document Type: Article

References (11)

1. High-performance cement grout for underwater crack injection
2. Non-dispersible underwater concrete using polymers
3. The rheology of fresh cement paste containing polysaccharide gums
4. Applications of rheological modifiers and superplasticizers in cementitious systems
5. Evaluation of cement grouts for embedding anchors under water
6. Simple field tests to characterize fluidity and washout resistance of structural cement grout
7. High-performance cement gout for post-tensioning applications
8. Use of high volume fly ash in grouting applications
9. Application of factorial models to predict the effect of anti-washout admixture, superplasticizer and cement on slump, flow time and washout resistance of underwater concrete
10. Influence of water reducing admixtures on properties of cement paste - A miniature slump test