1 |
Andrade, C. (1993). Calculation of chloride diffusion coefficients in concrete from ionic, migration measurements. Cem. Conc. Res 23, 724-42.
DOI
|
2 |
Broomfield, J.P. Corrosion of steel in concrete: understanding, investigation and repair. E&FN, London; 1997.
|
3 |
Bungey, J.H. Testing of concrete in structures. Chapman & Hall, 1994.
|
4 |
CEB. General Task Group 20, Durable concrete structure - Design Code. CEB, Thomas Telford. 1989.
|
5 |
CEB-FIP, Model code for service life design, International Federation for Structural Concrete (fib), Task Group 5.6: 38-39, 2006.
|
6 |
CEN. Eurocode 1: Basis of design and actins on structures, 2000.
|
7 |
Ferreira, F., Arskog, V., Gjorv, OE. (2004). Probability-based durability analysis of concrete harbor structures. CONSEC'04, 1, 999-1006.
|
8 |
Gerard, B., Marchand, J. (2000). Influence of cracking on the diffusion properties of cement-based materials, part 1: influence of continuous cracks on the steady-state regime. Cem Concr Res, 30, 37-43.
DOI
|
9 |
Gjorv, O.E. (2004). Durability design and construction quality of concrete structures. CONSEC'04, 1, 44-55.
|
10 |
Gjorv, O.E. (1994). Steel corrosion in concrete structures exposed to norwegian marine environment. Concr Inter, 16, 35-39.
|
11 |
Ishida, T., Maekawa, K. (2003). Modeling of durability performance of cementitious materials and structures based on thermohygro physics. RILEM PRO 29, Life Prediction and Aging Management of Concrete Structures: 39-49
|
12 |
Ismail, M., Toumi, A., Francois, R., Gagne, R. (2008). Effect of crack opening on the local diffusion of chloride in cracked mortar samples. Cem Concr Res, 38, 1106-1111.
DOI
|
13 |
Ismail, M., Toumi, A., Francois, R., Gagne, R. (2004). Effect of crack opening on the local diffusion of chloride in inert materials. Cem Concr Res, 34, 711-716.
DOI
|
14 |
JSCE-Concrete committee. Standard Specification for Concrete Structures, 2002.
|
15 |
KCI, Korea Concrete Institute. Standard Specification - Durability part, 2004.
|
16 |
Koyama, K., Hanada, J. (1998). On the degree of assurance for durable concrete structures based on the proposed specification of durability design for concrete structures by JSCE research working group. J Mater Concr Struct and Pave, 38, 199-203.
|
17 |
Kwon, S.J., Park, S.S. (2007). A study on estimation for chloride diffusivity in cracked concrete in harbor structures through field survey. J.of KSCE. 27, 745-752 [in Korean].
|
18 |
Liang, M.T., Lin, L.H., Liang, C.H. (2002). Service life prediction of existing reinforced concrete bridges exposed to chloride environment. J Infrastruct Syst ASCE, 8, 76-85.
DOI
|
19 |
Maekawa, K., Chaube, R., Kishi, T. Multi-scale Modeling of structural concrete. Tylor&Francis, London and Newyork. 1st Ed. 2009.
|
20 |
Mei, G., Qin, Q., Lin, D.J. (2004). Bimodal renewal processes models of highway vehicle loads. Reliability Eng System Safety, 83, 333-339.
DOI
|
21 |
Park, S.S., Kwon. S.J., Jung, S.H., Lee, S.W. (2012). Modeling of water permeability in early aged concrete with cracks based on micro pore structure, Constr Build Mater 27, 597-604.
DOI
ScienceOn
|
22 |
Park, S.S., Kwon, S.J., Jung, S.H. (2012). Analysis technique for chloride penetration in cracked concrete using equivalent diffusion and permeation, Constr Build Mater, 29, 183-192.
DOI
ScienceOn
|
23 |
Poulsen, E. (1993). On a model of chloride ingress into concrete, Nordic Miniseminar-Chloride Transport. Department of Building Materials, Chalmers University of Technology, Gothenburg.
|
24 |
RILEM. Durability design of concrete structures. Report of RILEM Technical Committee 130-CSL, E&FN, 1994.
|
25 |
Schilling, M.F,, Watkins, A.E., Watkins, W. (2002). Is human height bimodal? American Statistician, 56, 223-229.
DOI
|
26 |
Song, H.W., Cho, H.J, Park, S.S., Byun, K.J., Maekawa, K. (2001). Early-age cracking resistance evaluation of concrete structure. Conc Sci Eng, 3, 62-72.
|
27 |
Song, H.W., Kim, H.J., Saraswathy, V., Kim, T.H. (2007b). A micro-mechanics based corrosion model for predicting the service life of reinforced concrete structures. Int J Elctrochem Sci, 2, 341-354.
|
28 |
Song, H.W., Kwon, S.J., Byun, K.J., Park, C.K. (2005). A study on analytical technique of chloride diffusion considering characteristics of mixture design for high performance concrete using mineral admixture. Journal of KSCE 25, 213-223 [in Korean].
|
29 |
Song, H.W., Kwon, S.J., Byun, K.J., Park, C.K. (2006). Predicting carbonation in early-aged cracked concrete. Cem. Concr. Res. 36, 979-989.
DOI
|
30 |
Song, H.W., Kwon, S.J. (2009). Evaluation of chloride penetration in high performance concrete using neural network algorithm and micro pore structure. Cem Concr Res. 39, 814-824.
DOI
|
31 |
Song, H.W., Pack, S.W., Lee, C.H., Kwon, S.J. (2006). Service life prediction of concrete structures under marine environment considering coupled deterioration, J. of Restoration of Buildings and Monuments, 12, 265-284.
|
32 |
Song, H.W., Kwon, S.J. (2007a). Permeability characteristics of carbonated concrete considering capillary pore structure. Cem Concr Res, 37, 909-915.
DOI
|
33 |
Stewart, M.G, Mullard, J.A. (2007). Spatial time-dependent reliability analysis of corrosion damage and the timing of first repair for RC structures. Eng Struct, 29, 1457-1464.
DOI
|
34 |
Tang, L., Joost, G. (2007). On the mathematics of timedependent apparent chloride diffusion coefficient in concrete. Cem Concr Res, 37, 589-595.
DOI
|
35 |
Thomas, MDA, Bentz EC.Computer program for predicting the service life and life-cycle costs of reinforced concrete exposed to chlorides. Life365 Manual, 2002.
|
36 |
Vesikari, E. Service life of concrete structures with regard to corrosion of reinforcement. Technical Reports 533, Technical Report Center of Finland, 1998.
|
37 |
Yokozeki, K., Okada, K., Tsutsumi, T., Watanabe, K. (1998). Prediction of the service life of RC with crack exposed to chloride attack. J Symp Rehab Concr Struct, 10, 1-6.
|