1 |
P. B. Bamforth, Definition of Exposure Classes and Concrete Mix Requirements for Chloride Contaminated Environments, Corrosion of Reinforcement in Concrete, Eds: Page, C.L., Treadaway, K.W.J., and P. B. Bamforth, Soc. Chem. Ind., London, 1996, pp. 176.
|
2 |
P. B. Bamforth and W. F. Price, Factors Influencing Chloride Ingress into Marine Structures, Concrete 2000, Eds: R. K. Dhir and M. R. Jones, E&FN Spon, London, 1993, pp. 1105
|
3 |
E. C. Bentz, C. M. Evans and M. D. A. Thomas, Chloride diffusion modeling for marine exposed concretes, Department of Civil Engineering, University of Toronto. Ontario, Canada, M5S lA4
|
4 |
M. D. A. Thomas and P. B. Bamforth, 'Modeling Chloride Diffusion in Concrete: Effects of fly Ash and Slag,' Cement and Concrete Composites, Vol.29, 1999, pp. 487-495
DOI
ScienceOn
|
5 |
M. R. Jones, R. K. Dhir, and J. P. Gill, 'Concrete Surface Treatment: Effect of Exposure Temperature on Chloride Diffusion Resistance,' Cement and Concrete Research, Vol.25, No 1, 1995, pp. 197-208
DOI
ScienceOn
|
6 |
Waheeb A. Al-Khaja, 'Influence of Temperature, Cement Type and Level of Concrete Consolidation on Chloride Ingress in Conventional and High-Strength Concretes,' Construction and Building Materials, Vol. 11, 1997, pp.9-13
DOI
ScienceOn
|
7 |
P. Thoft-Christensen, Deterioration of Concrete Structure, First International Conference on Bridge Maintenance, Barcelona, July 2002
|
8 |
Sampling and Testing for Chloride Ion in Concrete and Concrete Raw Materials, Designation T 260-94, American Association of State Highway and Transportation Officials
|
9 |
The Florida Method of Test for Determining Low Level of Chlorides in Concrete and Raw Materials, designation FM 5-516, Florida Department of Transportation
|
10 |
P.A.M. Basheer and E. Nolan, 'Near-Surface Moisture Gradients and In Situ Permeation Tests,' Construction and Building Materials, Vol.15, 2001, pp.105- 114
DOI
ScienceOn
|
11 |
C. K. Larsen, Effect of Type of Aggregate, Temperature. and Drying/Rewetting on Chloride Binding and Pore Solution Composition,' RILEM, 1997, pp.27-35
|
12 |
L. Tang, 'Concentration Dependence of Dilfusion and Migration of Chloride Ions Part l.Theoretical Considerations,' Cement and concrete research, Vol.29, 1999, pp. 1463-1468
DOI
ScienceOn
|
13 |
J. Nam, W. Hartt, K.Kim, and L. Li, 'Effect of Cement Alkalinity upon Time-to-Corrosion of Reinforcing Steel in Concrete Undergoing Chloride Exposure,' paper no.03299, CORROSION/2003
|
14 |
A. Buchwald, 'Determination of the Ion Diffusion Coefficient in Moisture and Salt Loaded Masonry Materials by Impedance Spectroscopy,' Third International PhD Symposium, Vienna, Vol.2, Oct 2000, pp. 475-82
|
15 |
R. Luoa., Y. Caib, C. Wangb, and X. Huang, 'Study of Chloride Binding and Diffusion in GGBS Concrete,' Cement and Concrete Research, Vol.33, 2003, pp 1-7
DOI
ScienceOn
|
16 |
C. Andrade, J. M. Diez, and C. Alonso, 'Modeling of Skin Effects on Diffusion Process in Concrete,' RILEM, 1997, pp.182-194
|
17 |
N. S. Martys, and C. F. Ferraris, 'Capillary Transport in Mortars and Concrete,' Cement and Concrete Research, Vol 27, No.5, 1997, pp.747-760
DOI
ScienceOn
|
18 |
C. Andrade, J. M. Diez and C. Alonso, Mathematical Modeling of a Concrete Surface 'Skin Effect' on Diffusion in Chloride Contaminated Media, Advanced Cement Base Material, 1997, pp.39-44
|
19 |
J. Z. Zhang, I. M. McLoughlin, and N. R. Buenfeld, 'Modeling of Chloride Diffusion into Surface-Treated Concrete,' Cement and Concrete Composites, Vol .20, 1998, pp.253-261
DOI
ScienceOn
|
20 |
P.A.M. Basheer and E. Nolan, 'Near-Surface Moisture Gradients and In Situ Permeation Tests,' Construction and Building Materials, Vol.15, 2001, pp.105-114
DOI
ScienceOn
|
21 |
J. K. Kim and C. S. Lee, 'Moisture Diffusion of Concrete Considering Self-Desiccation at Early Ages,' Cement and Concrete Research, Vol.29, 1999, pp. 1921-1927
DOI
ScienceOn
|