Reference w/c moist Mix Design Estimated D
ratio curing cement water agg. (m*m/s*1e12)
age (kg/m3) (kg/m3) (kg/m3)
1 0.43 1.5y 339 146 NG 2.5
1 0.4 1.0w 420 168 NG 3
1 0.4 4.0w 420 168 NG 2
1 0.4 14.0w 420 168 NG 1
1 0.54 1.0w 300 162 NG 4
1 0.54 4.0w 300 162 NG 3
1 0.54 14.0w 300 162 NG 2.5
2 0.5 2.0m 330 165 2066 2.86-3.65
2 0.5 2.0m 330 165 1894 1.19-1.94
3 0.48 3.0w 355 170.4 1945 20
4 0.47 24.0d 400 188 NG 1.9
5 0.35 450 157.5 1695 2.8-3.1
5 0.4 420 168 1692 4.4-5.4
5 0.5 390 195 1636 5.6-13.6
5 0.75 250 187.5 1784 9.8-39.7
6 0.5 3.0m 519 257 1524 2-3
Reference w/c moist Mix Design Estimated D
ratio curing cement water agg. (m*m/s*1e12)
age (kg/m3) (kg/m3) (kg/m3)
7 0.45 450 202.5 NG 1.3
8 0.4 3.0m 690 276 1380 1.1
8 0.6 3.0m 605 363 1210 2.6
8 0.8 3.0m 540 432 1080 6.4
9 0.7 1.0d 270 189 1922 45.6
9 0.7 3.0d 270 189 1922 26.95
9 0.7 7.0d 270 189 1922 21.1
9 0.7 28.0d 270 189 1922 14.5
9 0.7 90.0d 270 189 1922 15.3
9 0.32 1.0d 522 167 1750 7.39
9 0.32 3.0d 522 167 1750 6.22
9 0.32 7.0d 522 167 1750 4.93
9 0.32 28.0d 522 167 1750 3.22
9 0.32 90.0d 522 167 1750 1.79
9 0.32 180.0d 522 167 1750 1.74
10 0.66 28.0d 288 190 1900 2.07
10 0.62 28.0d 275 170.5 1940 1.49
10 0.6 28.0d 315 189 1835 1.77
Reference w/c moist Mix Design Estimated D
ratio curing cement water agg. (m*m/s*1e12)
age (kg/m3) (kg/m3) (kg/m3)
11 0.8 281 224.8 1814 30-70
12 0.5 3.0m 400 200 1800 1.65
12 0.6 3.0m 384 230.4 1728 3.24
13 0.6 28.0d 544 326.4 1360 8
13 0.5 28.0d 644 322 1288 5.5
13 0.4 28.0d 925 370 925 2.8
14 0.5 14.0d 423 211.5 1777 11-14
15 0.825 28.0d 200 165 2035 8.5
15 0.822 28.0d 225 185 1960 8.2
15 0.830 28.0d 235 195 1925 9
15 0.579 28.0d 285 165 1950 2.8
15 0.578 28.0d 320 185 1865 2.6
15 0.574 28.0d 340 195 1820 2.9
15 0.377 28.0d 385 145 1850 1
15 0.384 28.0d 430 165 1755 0.9
15 0.429 28.0d 455 195 1750 1
16 0.5 307 154 1800 1.83
16 0.38 390 148 1750 1.21
Reference w/c moist Mix Design Estimated D
ratio curing cement water agg. (m*m/s*1e12)
age (kg/m3) (kg/m3) (kg/m3)
17 0.35 28.0d 380 133 1924 4.7
17 0.4 28.0d 374 149 1840 5.0
17 0.45 28.0d 369 165 1770 7.1
18 0.34 100y 387 130 1941 0.4
19 0.60 1.0y 275 165 1867 3.2
19 0.60 3.0y 275 165 1867 1.0
19 0.60 5.0y 275 165 1867 0.6
20 0.40 3.0m 420 168 1853 5.5
20 0.40 27.0m 420 168 1853 1.7
20 0.45 3.0m 420 189 1807 6.0
20 0.45 27.0m 420 189 1807 3.3
20 0.45 3.0m 360 162 1921 6.2
20 0.45 27.0m 360 162 1921 2.1
21 0.58 28.0d 530 307 1309 52.3
21 0.58 90.0d 530 307 1309 23.8
21 0.58 270.0d 530 307 1309 10.0
1)Polder, R.B., Chloride Diffusion and Resistivity Testing of Five Concrete Mixes for Marine Environment, RILEM International Conference, Chloride Penetration into Concrete, Paris, 1995.
2)Zhang, T., and Gjorv, O.E., An Electrochemical Method for Accelerated Testing of Chloride Diffusivity in Concrete, RILEM International Conference, Chloride Penetration into Concrete, Paris, 1995.
3)Baroghel Bouny, V., Chaussadent, T., and Raharinaivo, A., Experimental Investigations Upon Binding of Chloride and Combined Effects of Moisture and Chloride in Cementitious Materials, RILEM International Conference, Chloride Penetration into Concrete, Paris, 1995.
4)Higgins, D.D., The Effect of Some Test Variables on Chloride Profiles, RILEM International Conference, Chloride Penetration into Concrete, Paris, 1995.
5)Luping, T., On Chloride Diffusion Coefficients Obtained by Using the Electrically Accelerated Methods, RILEM International Conference, Chloride Penetration into Concrete, Paris, 1995.
6)Arsenault, J., Bigas, J.P., and Ollivier, J.P., Determination of Chloride Diffusion Coefficient Using Two Different Methods: Influence of Concentration Gradient, RILEM International Conference, Chloride Penetration into Concrete, Paris, 1995.
7)Vennesland, O., and Gautefall, O., Chloride Penetration into Concrete Exposed to Severe Marine Environment, RILEM International Conference, Chloride Penetration into Concrete, Paris, 1995.
8)Luping, T., and Nilsson, L.O., Rapid Determination of Chloride Diffusivity in Concrete by Applying an Electric Field, ACI Materials Journal, Vol. 49 (1), 49-53, 1992.
9)Luping, T., and Nilsson, L.O., Chloride Diffusivity in High Strength Concrete at Different Ages, Nordic Concrete Research, Pub. No. 11 (1), 162-171, 1992.
10)Bamforth, P., Concrete Classification for R.C. Structures Exposed to Marine and Other Salt-Laden Environments, Structural Faults and Repair-93, Edinburgh, 1993.
11)Yeomans, S., private communication.
12)Collepardi, M., Marcialis, A., and Turriziani, R., Penetration of Chloride Ions into Cement Pastes and Concrete, Journal of the American Ceramic Society, Vol. 55 (10), 534-535, 1972.
13)Diab, H., Bentur, A., Heitner-Wirguin, C., and Ben-Dor, L., The Diffusion of Cl- Ions Through Portland Cement and Portland Cement-Polymer Pastes, Cement and Concrete Research, Vol. 18, 715-722, 1988.
14)Page, C.L., Lambert, P., and Vassie, P.R.W., Investigations of Reinforcement Corrosion 1. The Pore Electrolyte Phase in Chloride-Contaminated Concrete, Materials and Structures, Vol. 24, 243-252, 1991.
15)Dhir, R.K., Jones, M.R., Ahmed, H.E.H., and Seneviratne, A.M.G., Rapid Estimation of Chloride Diffusion Coefficient in Concrete, Magazine of Concrete Research, Vol. 42, 177-185, 1990.
16)Johnson, D., Miltenberger, M., and Amey, S.L., Determining Chloride Diffusion Coefficients for Concrete Using Accelerated Test Methods, Proceedings on Performance of Concrete in a Marine Environment, New Brunswick, Canada, 95-114, 1996.
17)Hooton, R.D., Pun, P., Kojundic, T., and Fidjestol, P., Influence of Silica Fume on Chloride Resistance of Concrete, Proceedings of PCI/FHWA International Symposium on High Performance Concrete, New Orleans, 245-256, 1997.
18)Gjorv, O.E., Tong, L., Sakai, K., and Shizmu, T., Chloride Penetration into Concrete After 100 Years of Exposure to Seawater, in Concrete Under Severe Conditions 2: Environment and Loading, Vol. 1, E & FN Spon, 198-206, 1998.
19)Kanaya, M., Masuda, Y., Abe, M., and Nishiyama, N., Diffusion of Chloride Ions in Concrete Exposed in the Coastal Area, in Concrete Under Severe Conditions 2: Environment and Loading, Vol. 1, E & FN Spon, 242-249, 1998.
20)Pedersen, V., and Arntsen, B., Effect of Early-Age Curing on Penetration of Chloride Ions into Concrete in the Tidal Zone, in Concrete Under Severe Conditions 2: Environment and Loading, Vol. 1, E & FN Spon, 468-477, 1998.
21)Mangat, P.S., and Molloy, B.T., Prediction of Long Term Chloride Concentration in Concrete, Materials and Structures, Vol. 27, 338-346, 1994.