๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Some effects of cement and curing upon carbonation and reinforcement corrosion in concrete

โœ Scribed by L. J. Parrott


Book ID
112760699
Publisher
Springer
Year
1996
Tongue
English
Weight
900 KB
Volume
29
Category
Article
ISSN
1871-6873

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Effect of cement composition on chloride
โœ Rasheeduzzafar; S. Ehtesham Hussain; S.S. Al-Saadoun ๐Ÿ“‚ Article ๐Ÿ“… 1991 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 880 KB

Pore solution study has been carried out on 2.43 and 14% C3A hardened cement pastes. Data have been analyzed in conjunction with the data developed in two pore solution studies made by Page and Vennesland and Diamond using 7.37 and 9.1% C3A mature cement pastes. The results show that C3A and alkali

Pore solution composition and reinforcem
โœ Rasheeduzzafar; S. Ehtesham Hussain; A.S. Al-Gahtani ๐Ÿ“‚ Article ๐Ÿ“… 1991 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 848 KB

Plain and microsilica blended cement pastes with water-cement ratio of 0.6 were prepared using a 14% C aA cement. Two levels of chloride from NaC1 corresponding to 0.6% and 1.2% by weight of cement were added through mix water. The pastes were allowed to hydrate in sealed containers for 180 days and

Effect of tricalcium aluminate content o
โœ Rasheeduzzafar; S.S. Al-Saadoun; A.S. Al-Gahtani; F.H. Dakhil ๐Ÿ“‚ Article ๐Ÿ“… 1990 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 774 KB

Results of accelerated laboratory studies reported in this paper show that a high tricalcium aluminate content of cement has a significant beneficial effect on reinforcement corrosion resistance performance of concrete structures. On an average, a 9.5% Type I cement performs 1.62 times better than a

Modelling of reinforcement corrosion in
โœ Joost Gulikers; Michael Raupach ๐Ÿ“‚ Article ๐Ÿ“… 2006 ๐Ÿ› John Wiley and Sons ๐ŸŒ German โš– 43 KB

In 2000 a proposal was launched to install a new Task Group of Working Party 11 of the European Federation of Corrosion, EFC, on modelling of reinforcement corrosion in concrete. Whereas the initiation stage of corrosion, i.e. chloride ingress and carbonation, has received considerable attention dur