A platform for research: civil engineering, architecture and urbanism
Internal Relative Humidity of Early-Age Internally Cured Concrete
Modern construction projects increasingly rely on the use of HSC due to its high strength and reduced permeability. HSC normally has a low w/c ratio, 0.20–0.35. The self-desiccation is induced when such concrete does not contain enough water for the hydration of cement.
Internal Relative Humidity of Early-Age Internally Cured Concrete
Modern construction projects increasingly rely on the use of HSC due to its high strength and reduced permeability. HSC normally has a low w/c ratio, 0.20–0.35. The self-desiccation is induced when such concrete does not contain enough water for the hydration of cement.
Internal Relative Humidity of Early-Age Internally Cured Concrete
Shen, Dejian (author)
Cracking Control on Early-Age Concrete Through Internal Curing ; Chapter: 2 ; 51-103
2023-07-11
53 pages
Article/Chapter (Book)
Electronic Resource
English
British Library Online Contents | 2017
|Autogenous Shrinkage of Early-Age Internally Cured Concrete
Springer Verlag | 2023
|