Study on Renewal Method from Deteriorative RC Slab to Precast PC Slab in the Steel Girder Bridge

Author:

Sakai Hideaki

Publisher

Springer International Publishing

Reference6 articles.

1. NEXCO-CENTRAL: Renewal Plan of NEXCO EAST, CENTRAL and WEST. Central Nippon Expressway Co. Ltd. (2015). (in Japanese)

2. Maeshima, T., Koda, Y., Tsuchiya, S., Iwaki, I.: Influence of corrosion of rebars caused by chloride induced deterioration on fatigue resistance in RC road bridge deck. J. JSCE Div. E 70(2), 208–225 (2014). Japan Society of Civil Engineers (in Japanese)

3. Sakai, H., Yokoyama, H., Furukawa, R.: Performance tests of precast prestressed concrete slabs produced using ground granulated blast-furnace slag (6,000 cm2/g). In: Proceedings of the 1st fib Congress, fib, pp. 355–362 (2002)

4. Nakamura, E., Ishii, G., Suzuki, M., Watanabe, H.: Experimental study on the strength and durability of concrete using admixtures. In: Proceedings of the 23th Symposium, Japan Prestressed Concrete Institute, pp. 53–58 (2014). (in Japanese)

5. Tanaka, Y., Kawano, H., Suzuki, M., Watanabe, H.: Performance of epoxy-coated reinforcing bars in existing concrete structures in north America. J. JSCE Div. E 62(4), 739–756 (2006). Japan Society of Civil Engineers (in Japanese)

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