Efficiency of lightweight aggregates for internal curing of high strength concrete to eliminate autogenous shrinkage

Materials and Structures/Materiaux et Constructions

Volumn 34, Issue 246, 2002, Pages 97-101

  Zhutovsky, S ^a   Kovler, Konstantin ^a   Bentur, Arnon ^a  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

Author keywords

[No Author keywords available]

Indexed keywords

BINDERS; CRACK INITIATION; CURING; POROSITY; SHRINKAGE; STRENGTH OF MATERIALS;

AUTOGENOUS SHRINKAGE; INTERNAL CURING; SELF DESICCATION;

CONCRETE AGGREGATES;

EID: 0036493253     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1007/bf02482108     Document Type: Article

References (10)

1. Durability of lightweight concrete bridges in severe environments
2. A new generation of high performance concrete: Concrete with autogenous curing
3. Experimental evaluation of autogenous shrinkage of lightweight aggregate concrete
4. Prevention of autogenous shrinkage in high strength concrete by internal curing using wet lightweight aggregates
5. Reducing shrinkage in HPC by internal curing by using pre-soaked LWA
6. Effect of mixture composition and size effect on shrinkage of high strength concrete
7. Moisture exchange as a basic phenomenon to understand volume changes of lightweight aggregate concrete at early age
8. Protected paste volume in concrete. Extension to internal curing using saturated lightweight fine aggregate
9. Studies of Portland cement hydration: Measurements of chemical shrinkage and a systematic evaluation of hydration curves by means of dispersion model
10. Testing system for determining the mechanical behavior of early age concrete under restrained and free uniaxial shrinkage