Durability ? critical issues for the future, Concrete International, vol.19, pp.27-33, 1997. ,
Corrosion damage diagnosis of a reinforced concrete beam after 40 years natural exposure in marine environment, Cement and Concrete Research, vol.36, issue.3, pp.504-520, 2006. ,
DOI : 10.1016/j.cemconres.2005.11.004
Material usage and condition of existing bridges in the U SR342; Portland Cement Association, S. Tech. Rep, 1999. ,
Optimal bridge maintenance planning based on probabilistic performance prediction, Engineering Structures, vol.26, issue.7, pp.991-1002, 2004. ,
DOI : 10.1016/j.engstruct.2004.03.003
Life-Cycle Performance of Deteriorating Structures: Assessment, Design and Management ; chap. Deterioration and maintenance models for insuring safety of civil infrastructures at lowest life-cycle cost ,
20/30 Hindsight: The New Pavement Optimization in the Arizona State Highway Network, Interfaces, vol.26, issue.3, pp.77-89, 1996. ,
DOI : 10.1287/inte.26.3.77
The Pontis Bridge Management System, Structural Engineering International, vol.8, issue.4, pp.303-308, 1998. ,
DOI : 10.2749/101686698780488758
Condition Evolution in Bridge Management Systems and Corrosion-Induced Deterioration, Journal of Bridge Engineering, vol.9, issue.3, pp.268-277, 2004. ,
DOI : 10.1061/(ASCE)1084-0702(2004)9:3(268)
Reliability-Based Life-Cycle Management of Highway Bridges, Journal of Computing in Civil Engineering, vol.15, issue.1, pp.27-34, 2001. ,
DOI : 10.1061/(ASCE)0887-3801(2001)15:1(27)
Two probabilistic life-cycle maintenance models for deteriorating civil infrastructures, Probabilistic Engineering Mechanics, vol.19, issue.4, pp.345-359, 2004. ,
DOI : 10.1016/j.probengmech.2004.03.002
Maintenance policy for a deteriorating system evolving in a stressful environment, Proceedings of the Institution of Mechanical Engineers, Part O: Journal of Risk and Reliability, vol.222, issue.4, pp.613-622, 2008. ,
DOI : 10.1243/1748006XJRR148
URL : https://hal.archives-ouvertes.fr/hal-00362164
Assessment of ROC curves for inspection of random fields, Structural Safety, vol.31, issue.5, pp.409-419, 2009. ,
DOI : 10.1016/j.strusafe.2009.01.004
URL : https://hal.archives-ouvertes.fr/hal-01005279
Accounting for variability and uncertainties in NDT condition assessment of corroded RC-structures, European Journal of Environmental and Civil Engineering, vol.37, issue.273, pp.573-592, 2009. ,
DOI : 10.1016/S0951-8320(01)00079-5
URL : https://hal.archives-ouvertes.fr/hal-01004973
Repair of wharves in tidal area: MAREO project. In: Structural Faults & Repair, 2010. ,
URL : https://hal.archives-ouvertes.fr/hal-01008189
Stochastic Assessment of Timing and Efficiency of Maintenance for Corroding RC Structures, Journal of Structural Engineering, vol.135, issue.8, pp.887-895, 2009. ,
DOI : 10.1061/(ASCE)0733-9445(2009)135:8(887)
Analysis of the variability of chloride threshold values in the literature, Materials and Corrosion, vol.37, issue.8, pp.631-637, 2009. ,
DOI : 10.1002/maco.200905296
Critical chloride content in reinforced concrete ??? A review, Cement and Concrete Research, vol.39, issue.12, pp.1122-1138, 2009. ,
DOI : 10.1016/j.cemconres.2009.08.006
Statistical quantification of the variables in the limit state functions. Tech. Rep.; The European Union - Brite EuRam III -Contract, 2000. ,
Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar, Cement and Concrete Research, vol.30, issue.7, pp.1047-1055, 2000. ,
DOI : 10.1016/S0008-8846(00)00265-9
Contecvet: A validated users manual for assessing the residual service life of concrete structures. manual for assessing corrosion-a?ected concrete structures. annex C calculation of a representative corrosion rate, 2002. ,
Modeling Bridge Deterioration with Markov Chains, Journal of Transportation Engineering, vol.118, issue.6, pp.820-833, 1992. ,
DOI : 10.1061/(ASCE)0733-947X(1992)118:6(820)
Markovian Models for Bridge Maintenance Management, Journal of Transportation Engineering, vol.120, issue.1, pp.37-51, 1994. ,
DOI : 10.1061/(ASCE)0733-947X(1994)120:1(37)
Fuzzy Logic with Engineering Applications, 2004. ,
DOI : 10.1002/9781119994374
A comprehensive probabilistic model of chloride ingress in unsaturated concrete, Engineering Structures, vol.33, issue.3, pp.720-750, 2011. ,
DOI : 10.1016/j.engstruct.2010.11.008
URL : https://hal.archives-ouvertes.fr/hal-00798070
Reliability-based assessment of the effect of climatic conditions on the corrosion of RC structures subject to chloride ingress, Engineering Structures, vol.32, issue.10, pp.3279-3287, 2010. ,
DOI : 10.1016/j.engstruct.2010.07.001
Analysis of chloride di?usion into partially saturated concrete, ACI Materials Journal, vol.90, issue.5, pp.441-451, 1993. ,
Markovian approach for modeling of deterioration processes with an initiation phase, Computer-Aided Civil and Infrastructure Engineering, 2011. ,
Markov Chains for Damage Accumulation of Organic and Ceramic Matrix Composites, Journal of Engineering Mechanics, vol.127, issue.9, pp.915-926, 2001. ,
DOI : 10.1061/(ASCE)0733-9399(2001)127:9(915)
Optimisation of inspection planning for structures, 2009. ,
AFREM test procedures concerning chlorides in concrete: Extraction and titration methods, Materials and Structures, vol.20, issue.4, pp.230-234, 1999. ,
DOI : 10.1007/BF02481520
E?ect of error measurements of chloride profiles on reliability assessment ,
Probabilistic modeling of inspection results for offshore structures, Structural Safety, vol.25, issue.4, pp.379-399, 2003. ,
DOI : 10.1016/S0167-4730(03)00016-X
Development of a two-stage inspection process for the assessment of deteriorating infrastructure, Reliability Engineering & System Safety, vol.95, issue.3, pp.182-194, 2010. ,
DOI : 10.1016/j.ress.2009.09.008
Béton?partie 1 : Spécification, performances, production et conformité, 2004. ,
Life-cycle cost-benefit (LCCB) analysis of bridges from a user and social point of view, Structure and Infrastructure Engineering, vol.5, issue.1, pp.49-57, 2009. ,
DOI : 10.1080/15732470701322818
Comparison of Additional Costs for Several Replacement Strategies of Randomly Ageing Reinforced Concrete Pipes, Computer-Aided Civil and Infrastructure Engineering, vol.9, issue.1, pp.492-508, 2009. ,
DOI : 10.1111/j.1467-8667.2009.00603.x
URL : https://hal.archives-ouvertes.fr/hal-01005868
Influence of weather and global warming in chloride ingress into concrete: A stochastic approach, Structural Safety, vol.32, issue.4, pp.238-249, 2010. ,
DOI : 10.1016/j.strusafe.2010.03.002
URL : https://hal.archives-ouvertes.fr/hal-00796726
Protocoles de mesures non destructives et profils en chlorure ? premiers résultats de marnage accéléré sur dalles en laboratoire, Tech. Rep.; projet FUI, vol.9, issue.1, 2007. ,