再生コンクリート (2)

[V-295] Fundamental study on the use of low-quality recycled aggregate concrete with enhanced fluidity (Part 1. Performance evaluation of standard concrete)

*Naoto Kondo¹, Yasuhiro Dosho¹, Kenji Nishikigi², Kenichi Moriya² (1. Meijo University, 2. Toda Corporation)

Keywords:recycled aggregate class L, fry ash, fresh properties, compressive strength, static modulus of elasticity