1 |
Berke, N (2013), Environmental Degradation of Reinforced Concrete, Handbook of Environmental Degradation of Materials (eds. Kutz, M.), Third Edition, Elsevier Inc. 3rd Edition.
|
2 |
Villani, C., Spragg, R., Pour-Ghaz, M., Weiss, W. J. (2014 a), The Influence of Pore Solutions Properties on Drying in Cementitious Materials," Journal of the American Ceramic Society, 97(2), 386-393.
DOI
|
3 |
Villani, C., Nantung, T. E., Weiss, W. J. (2014 b), The Influence of De-icing Salt Exposure on the Gas Transport in Cementitious Materials, Construction and Building Materials, 67, Part A, 107-114..
|
4 |
Vu, K. A. T., and Stewart M. G. (2000), Structural Reliability of Concrete Bridges including Improved Chloride-induced Corrosion Models, Structure Safety, 22(4), 313-333.
DOI
|
5 |
Weast, R. C., and Astle, M. J. (Eds.) (1982), CRC Handbook of Chemistry and Physics, 63rd, pp.299, CRC Press, Boca Raton, FL, F-154.
|
6 |
Weyers, R. E., Fitch, M. G., Laren, E. P., Al-Quadi, I. L., Chamberlin, W. P., and Hoffman, P. C. (1992), Service Life Estimates, SHRP-S-XXX, SHRP, National Research Council, Washington D. C.
|
7 |
Weyers, R. E., Fitch Michael, G., Larsen Erin, P., Al-Qadi Imad, L., Chamberlin, W. P., and Hoffman, P. C. (1994), Concrete Bridge Protection and Rehabilitation: Chemical and Physical Techniques, Service Life Estimates, SHRP-S-668, Strategic Highway Research Program, Washington, 155-164.
|
8 |
Life-365 Consortium III (2018), Life-365 Service Life Prediction Model and Computer Program for Predicting the Service Life and Life-Cycle Cost of Reinforced Concrete Exposed to Chlorides, Version 2.2.3, 70.
|
9 |
Seoul metropolitan government (2020), (website) http://data.seoul.go.kr/dataList/251/C/2/datasetView.do
|
10 |
Yoon, I. S., and Nam, J. W. (2014), Influence of Chloride Content on Electrical Resistivity in Concrete, Journal of the Korea Institute for Structural Maintenance and Inspection, 18(6), 90-96.
DOI
|
11 |
Peterson, K., Julio-Betancourt, Sutter, L., Hooton, D., Dam, T.V., Johnson, D., (2013), Observations of Chloride Ingress and Calcium Oxychloride Formation in Laboratory Concrete and Mortat at 5 ℃, Cement and Concrete Research, 45(1), 79-90.
DOI
|
12 |
Farnam, Y., Bentz, D., Hampton, A., and Weiss, W. J. (2015a), Acoustic Emission and Low temperature Calorimetry Study of Freeze and Thaw Behavior in Cementitious Materials Exposed to Sodium Chloride Salts, Transportation Research Record, 2441, 81-90.
DOI
|
13 |
Bu, Y, Luo, D., Weiss, W. J. (2014), Using Fick's Second Law and Nernst Plank Approach in Predicting of Chloride Ingress in Concrete Materials, Advances in Civil Engineering Materials, 3(1).
|
14 |
RILEM TC 117-FDC (1996), CDF Test - Test Method for the Freeze-Thaw Resistance of Concrete- Tests with Sodlium Chloride Solution (CDF), prepared by Setzer, M. J., Fagerlund, G., and Janssen, D. J., Materials and Structures, Vol.29, pp.523-528.
DOI
|
15 |
Seoul Safety General Office (2020), Promotion Results of Snow Remova for 2019/2020, Department of Road Maintenance, Seoul Metropolitan Government, No.4988 (in Korean).
|
16 |
Svensk Standard SS 13 72 44 (2005), Concrete Testing - Hardened Concrete - Scaling at Freezing, Swedish Standards Institute.
|
17 |
Jain, J., Olek, J., Janusz, A., and Jozwiak-Niedzwiedzka, D. (2012), Effects of Deicing Salt Solutions on Physical Properties of Pavement Concretes, Journal of the Transportation Research Board, 2290, Transportation Research Board of the National Academies, 69-75.
DOI
|
18 |
Arora, P., Popov, B. N., Haran, B., Ramasubramanian, M., Popova, S., and White, R. E. (1997), Corrosion Initiation Time of Steel Reinforcement in a Chloride Environment - A One Dimensional Solution, Corrosion Science, 39(4), 739-759.
DOI
|
19 |
Bazant, Z. P. (1979), Physical Model for Steel Corrosion in Concrete Sea Structure - Application, Journal of Structure, Div., ASCE, 105(6)1137-1153.
DOI
|
20 |
Berke, N. S., and Hicks, M. C. (1992), The While Life Cycle of Reinforced Concrete Decks and Marine Piles using Laboratory Diffusion and Corrosion Data," In Corrosion Forms and Control for Infrastructures, Chaker, V. (Eds.), ASTM STP 1137, American Society for Testing and Materials, Philadelphia, 207-231.
|
21 |
Farnam, Y., Dick, S., Wiese A., Davis, J., Bentz, D., and Weiss, W. J. (2015b), The Influence of Calcium Chloride Deicing Salt on Phase Changes and Damage Development in Cementitious Materials, Cement and Concrete Composites, 64, 1-15.
DOI
|
22 |
Henriksen, C., Ladefoged, L., and Thaulow, N. (1996), Concrete Specifications for New Bridges, Bridge Management, 3, Harding, J. E., Parke, G. A. R., and Ryall, M. J. (Eds.), E & FN SPON, 125-137.
|
23 |
Kassir, M. K., and Ghosn, M. (2002), Chloride-induced Corrosion of Reinforced Concrete Bridge Decks, Cement and Concrete Research, 32, 139-143.
DOI
|
24 |
Lee, C. S., Yoon, I. S., and Park, J. H. (2003), Prediction of Time to Corrosion for Concrete Bridge Decks Exposed to De-icing Chemicals, Journal of Korea Concrete Institute, 15(4), 610-618.
|
25 |
Taylor, P., Sutter, L., Weiss, W. J. (2012), Investigation of Deterioration of Joints in Concrete Pavements, Report in Trans Project 09-361.
|
26 |
Suraneni, S., Azad, V. J., Isgor, O. B., Weiss, W. J. (2016), Calcium Oxychloride Formation in Paste Containing Supplementary Cementitious materials: Thoughts on the Role of Cement and Supplementary Cementitious Materials Reactivity, RILEM Technical Letters, 1, 24-30.
DOI
|
27 |
Troive, S., Optimum of LCC of Concrete Bridges, Royal Institute of Technology, Stockholm, Sweden.
|
28 |
Uji, K., Matsudaka, Y., and Maruya, T. (1990), Formulation of an Equation for Surface Chloride Content of Concrete Due to Permeation of Chloride, Corrosion of Reinforcement in Concrete, Page, C. L., Treadaway, K. W., Page, J. V., and Bamforth, P. B. (Eds.), Elsevier Applied Science, New York, 258-267.
|
29 |
Valenza Il, J. K., Scherer, G. W. (2006), Mechanism for Salt Scaling, Journal of American Ceramic Society, 84(4), 1161-1179.
DOI
|
30 |
Takeda, N., Sogo, S., Sakoda, S., and Idemitu, T. (1998), An Experimental Study on Penetration of Chloride Ions into Concrete and Corrosion of Reinforcing Bars in Various Marine Environments," Journal of JSCE, 40(599).
|
31 |
Wee, T. H., Wong, S. F., Swaddiwudhipong, S., and Lee, S. L. (1998), A Prediction Method of Long-Term Chloride Concentration Profiles in Hardened Cement Matrix Materials, ACI Materials Journal, 94(6), November-December, 565-576.
|
32 |
ASTM C 672 / 672 M (2012), Standard Test Method for Scaling Resistance of Concrete Surfaces Exposed to Deicing Chemicals, ASTM International, West Conshohocken, PA.
|
33 |
JSCE (1999), Concrete Standard Specification, Part of Durability (in Japanese language).
|
34 |
MTO Test Method LS-412 (1997), Method of Test for Scaling Reistance of Cocnrete Surfaces Exposed to Deicing Chemicals, Ministry of Transportation, Ontario.
|
35 |
Nilsson, L.-O, Sandberg, P., Poulsen, E., Tang, L., and Anderson, A. (1997), A System of Estimation of Chloride Ingress into Background, Frederiksen, J. M. (Eds.), HETEK-Report No.83, Danish Road Directorate, Copenhagen.
|
36 |
Van Breugel, K. (1991), Simulation of Hydration and Formation of Structures in Hardening Cement-Based Materials, Ph.D Dissertation, TU Delft, the Netherlands.
|
37 |
CEB Belletin d'Information No.243 (1998), Strategies for Testing and Assessment of Concrete Structures, CEB-FIP, May,142-149.
|
38 |
Greenspan, L. (1997), Humidity Fixed Points of Binary Saturated Aqueous Solutions, Journal of Research of the National Bureau of Stands A: Physics and Chemistry, 81, 89-96.
|