journal article·2006Open access

Factors Affecting Carbonation of Railway Rigid-Frame Viaducts

Chikara Kawamura, Yukihiro Tanimura, Masamichi Sogabe, Koji Matsuhashi, Tsutomu Sato, Tamon Ueda

Abstract

Recent years have seen a considerable amount of research on the carbonation of concrete. The standard specifications for concrete structures, outlined by the Japan Society of Civil Engineers (JSCE), prescribe a method to verify the durability of concrete structures in relation to carbonation. However, as the carbonation rate is largely governed by environmental conditions, it is important to quantitatively assess the effect of these conditions on the carbonation of concrete structures by applying the method to actual structures.The factors affecting the progress of carbonation in different members were investigated based on the results of a survey on a rigid-frame railway viaduct in service since its construction several decades before. The study results indicate that the carbonation rate of columns varies with height and depends on the exposure condition to rainwater. In contrast, the dis-persion of the carbonation depth on beams and slabs is small when compared to that of the carbonation depth on columns.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Concrete Corrosion and Durability · Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (17)

Show source-provided references
1. Edamoto, H., Nakazawa, T., Imai, F. and Aranishi, F. (1998). “Progression of carbonation and chloride infiltration of existing reinforced concrete bridges.” Proceedings of JCI , 20(2), 985-990. (in Japanese)
2. Ikeda, M., Shuu, H., Izumi, I., Asai, T., Oshida, F. and Kawabata, S. (1983). “Carbonation of concrete and reinforcement corrosion of existing reinforced concrete structure, Vol. 2, Various factors affect carbonation of concrete and its effect.” Summaries of Technical Papers of Annual Meeting of AIJ, 203-204. (in Japanese)
3. Imai, F. Nakazawa, T. Akagi, M. and Edamoto, H. (1993). “Material deterioration by a difference of region of reinforce concrete bridges.” Proceedings of JCI, 15(1), 841-846. (in Japanese)
4. Ishibashi, T. Kitago, M. (1987). “Effects of various methods of maintenance and repairing applied for lower surface of the concrete slab.” Proceedings of JCI, 9(1), 429-434. (in Japanese)
5. Izumi, T. Kita, T. and Maeda, T. (1986). “Carbonation.” Series of durability of concrete structures. Giho-do (in Japanese)
6. John, J., Hirai, K. and Mihashi, H. (1990). “Influence of environmental moisture and temperature on carbonation of concrete.” Concrete Research and Technology , 1(1), 85-94. (in Japanese)10.3151/crt1990.1.1_85 ↗
7. 10.1093/library/s6-X.1.6410.1093/library/s6-X.1.64 ↗
8. JSCE (2002). “Standard specifications for concrete structures-2002, Material and Construction.”
9. Kasai, Y. and Yuasa, N. (1998). “Carbonation of concrete and simple testing method.” Nondestructive test, 47(9), 643-648. (in Japanese)
10. Nihei, T., Sogabe, M., Tanimura, Y. and Higashigawa, K. (2004). “Application of the measurement of carbonation depth by drilling method for the real structure.” Proceedings of JCI, 26(1), 2025-2030. (in Japanese)
11. Saeki, T., Ooga, H. and Nagataki, S. (1989). “Carbonation mechanism of concrete.” Proceedings of JCI, 11(1), 563-568. (in Japanese)
12. Saeki, T., Ooga, H. and Nagataki, S. (1991). “Mechanism of carbonation and prediction of carbonation process of concrete.” Concrete Library of JSCE, 23-36.
13. Saeki, T., Nagataki, S. Ooga, H. and Takami, H. (1991). “Carbonation of moisture supplied concrete by rain.” Proceedings of JCI, 13(1), 609-614. (in Japanese)
14. Shirakawa, T., Shimazoe, Y. and Asou, M. (1996). “A relation between carbonation of concrete and humidity.” Proceedings of JCI, 18(1), 723-728. (in Japanese)
15. Tanimura, Y., Hasegawa, M., Sogabe, M. and Sato, T. (2004). “Durability evaluation method of carbonation for railway RC rigid frame viaducts.” Journal of Materials, Concrete Structure and Pavement, 760/V-63, 147-157. (in Japanese)
16. Uomoto, T. and Takada, Y. (1993). “Factors affecting concrete carbonation ratio.” Concrete Library of JACE, 31-44.
17. Yachida, M. Ishibashi, T. and Satou, T. (1987). “An investigation and study on cracking and corrosion of reinforced concrete bridges.” Concrete Library of JSCE, 95-112.