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New Technical Committees : (created in 2013)
RILEM NEWSLETTER April 2013: Please click on the link below to see the Newsletter of April 2013:
RILEM TC 223-MSC: Please click on the link below you will be forwarded to the Data WareHouse web site
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ReportsReport rep041 : Internal Curing of Concrete - State-of-the-Art Report of RILEM Technical Committee 196-ICC
Advances in concrete technology over the past several years have led to the practical use of concrete with a low water-binder ratio (w/b). Unfortunately, concretes with low w/b are prone to early age cracking unless special precautions are taken. The primary reason for that is auto-genous shrinkage, which is a phenomenon, which is ingrained in concrete of low w/b ratio. Contents Chapter 1 - Introduction
Chapter 2 - General concept and terminology
Chapter 3 - Mechanisms of internal water curing
Chapter 4 - Materials science-based models
Chapter 5 - Materials and methods for internal curing
Chapter 6 - Experimental methods to study internal water curing
Chapter 7 - Effect of internal curing on autogenous deformation
Chapter 8 - Effect of IC on other concrete properties
Chapter 9 - Benefits and case studies using internal curing of concrete
Chapter 10 - Conclusions and outlook
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