K. Tuutti, Corrosion of steel in concrete. Swedish Cement and Concrete Institute, 1982.

L. Nilsson, P. Sandberg, E. Poulsen, L. Tang, A. Andersen et al., HETEK, a system for estimation of chloride ingress into concrete, Theoretical background, 1997.

A. Saetta, R. Scotta, and R. Vitaliani, Analysis of chloride di?usion into partially saturated concrete, ACI Mater J, vol.5, pp.441-51, 1993.

A. Ababneh, F. Benboudjema, and Y. Xi, Chloride Penetration in Nonsaturated Concrete, Journal of Materials in Civil Engineering, vol.15, issue.2, pp.183-91, 2003.
DOI : 10.1061/(ASCE)0899-1561(2003)15:2(183)

D. Val, M. Stewart, and R. Melchers, Effect of reinforcement corrosion on reliability of highway bridges, Engineering Structures, vol.20, issue.11, pp.1010-1029, 1998.
DOI : 10.1016/S0141-0296(97)00197-1

E. Bastidas-arteaga, M. Sánchez-silva, A. Chateauneuf, R. Silva, and M. , Coupled reliability model of biodeterioration, chloride ingress and cracking for reinforced concrete structures, Structural Safety, vol.30, issue.2, pp.110-139, 2008.
DOI : 10.1016/j.strusafe.2006.09.001

URL : https://hal.archives-ouvertes.fr/hal-00796352

E. Bastidas-arteaga, B. Ph, A. Chateauneuf, and M. Sánchez-silva, Probabilistic lifetime assessment of RC structures under coupled corrosion???fatigue deterioration processes, Structural Safety, vol.31, issue.1, pp.84-96, 2009.
DOI : 10.1016/j.strusafe.2008.04.001

URL : https://hal.archives-ouvertes.fr/hal-00796353

J. Kong, A. Ababneh, D. Frangopol, and Y. Xi, Reliability analysis of chloride penetration in saturated concrete, Probabilistic Engineering Mechanics, vol.17, issue.3, pp.305-320, 2002.
DOI : 10.1016/S0266-8920(02)00014-0

D. Val and P. Trapper, Probabilistic evaluation of initiation time of chloride-induced corrosion, Reliability Engineering & System Safety, vol.93, issue.3, pp.364-72, 2008.
DOI : 10.1016/j.ress.2006.12.010

B. Martín-pérez, S. Pantazopoulou, and M. Thomas, Numerical solution of mass transport equations in concrete structures, Computers & Structures, vol.79, issue.13, pp.1251-64, 2001.
DOI : 10.1016/S0045-7949(01)00018-9

A. Djerbi, S. Bonnet, A. Khelidj, and V. Baroghel-bouny, Influence of traversing crack on chloride diffusion into concrete, Cement and Concrete Research, vol.38, issue.6, pp.877-83, 2008.
DOI : 10.1016/j.cemconres.2007.10.007

URL : https://hal.archives-ouvertes.fr/hal-01006980

A. Neville, Chloride attack of reinforced concrete: an overview, Materials and Structures, vol.23, issue.2, pp.63-70, 1995.
DOI : 10.1007/BF02473172

L. Nilsson, M. Massat, and L. Tang, The e?ect of non-linear chloride binding on the prediction of chloride penetration into concrete structures, Durability of Concrete, ACI SP?145, pp.469-86, 1994.

L. Tang and L. Nilsson, Chloride binding capacity and binding isotherms of OPC pastes and mortars, Cement Concr Res, vol.23, pp.247-53, 1993.

G. Glass and N. Buenfeld, The influence of chloride binding on the chloride induced corrosion risk in reinforced concrete, Corrosion Science, vol.42, issue.2, pp.329-373, 2000.
DOI : 10.1016/S0010-938X(99)00083-9

Z. Ba?ant and L. Najjar, Drying of concrete as a nonlinear diffusion problem, Cement and Concrete Research, vol.1, issue.5, pp.461-73, 1971.
DOI : 10.1016/0008-8846(71)90054-8

Z. Ba?ant and L. Najjar, Nonlinear water di?usion in nonsaturated concrete, Mater Struct, vol.5, pp.3-20, 1972.

S. Brunauer, J. Skalny, and E. Bodor, Adsorption on nonporous solids, Journal of Colloid and Interface Science, vol.30, issue.4, pp.546-52, 1969.
DOI : 10.1016/0021-9797(69)90423-8

Y. Xi, Z. Ba?ant, and H. Jennings, Moisture diffusion in cementitious materials Adsorption isotherms, Advanced Cement Based Materials, vol.1, issue.6, pp.248-57, 1994.
DOI : 10.1016/1065-7355(94)90033-7

S. Han, Influence of diffusion coefficient on chloride ion penetration of concrete structure, Construction and Building Materials, vol.21, issue.2, pp.370-378, 2007.
DOI : 10.1016/j.conbuildmat.2005.08.011

C. Page, N. Short, and A. Tarras, Diffusion of chloride ions in hardened cement pastes, Cement and Concrete Research, vol.11, issue.3, pp.395-406, 1981.
DOI : 10.1016/0008-8846(81)90111-3

D. Val, Service-life performance of RC structures made with supplementary cementitious materials in chloridecontaminated environments In: Proceedings of the international RILEM-JCI seminar on concrete durability and service life planning, pp.363-73, 2006.

Z. Ba?ant and W. Thonguthai, Pore pressure and drying of concrete at high temperature, J Eng Mech Div, issue.104, pp.1059-1079, 1978.

H. Akita, T. Fujiwara, and Y. Ozaka, A practical procedure for the analysis ofmoisture transfer within concrete due to drying, Magazine of Concrete Research, vol.49, issue.179, pp.129-166, 1997.
DOI : 10.1680/macr.1997.49.179.129

A. Neville, Properties of Concrete, 1981.

A. Khan, W. Cook, and D. Mitchell, Thermal properties and transient thermal analysis of structural members during hydration, ACI Mat J, vol.95, pp.293-303, 1998.

R. Ghanem and P. Spanos, Stochastic Finite Elements: A Spectral Approach, 1991.
DOI : 10.1007/978-1-4612-3094-6

R. Mcgee, Modelling of durability performance of Tasmanian bridges, Applications of statistics and probability in civil engineering. Rotterdam: Balkema, pp.297-306, 2000.

K. Vu and M. Stewart, Structural reliability of concrete bridges including improved chloride-induced corrosion models, Structural Safety, vol.22, issue.4, pp.313-346, 2000.
DOI : 10.1016/S0167-4730(00)00018-7

. Duracrete, Probabilistic performance based durability design of concrete structures. The European Union?Brite EuRam III, 2000.

T. Luping and J. Gulikers, On the mathematics of time-dependent apparent chloride di?usion coecient in concrete

L. Nilsson and J. Frederiksen, On uncertainties and inaccuracies in empirical chloride ingress modeling, Marine Environmental Damage to Atlantic Coastal and Historical Structures, MEDACHS'10, pp.3-10, 2010.

M. Stewart and J. Mullard, Spatial time-dependent reliability analysis of corrosion damage and the timing of first repair for RC structures, Engineering Structures, vol.29, issue.7, pp.1457-64, 2007.
DOI : 10.1016/j.engstruct.2006.09.004

M. Stewart and Q. Suo, Extent of spatially variable corrosion damage as an indicator of strength and time-dependent reliability of RC beams, Engineering Structures, vol.31, issue.1, pp.198-207, 2009.
DOI : 10.1016/j.engstruct.2008.08.011

Z. Lounis, Uncertainty Modeling of Chloride Contamination and Corrosion of Concrete Bridges, pp.491-511, 2005.
DOI : 10.1007/0-387-23550-7_22

@. Fig, 8. (a) Influence of the correlation length b. (b) Probability of corrosion initiation for 1-D and 2-D exposures