ダム(2)

11:30 AM - 11:40 AM JST(2:30 AM - 2:40 AM UTC)

[VI-822] Construction of the artificial rock section of a dam spillway using RCD concrete with a maximum coarse aggregate size of 40 mm

*Keisuke Nishijo¹, Masaomi Namerikawa¹, Terutoshi Sasano¹, Shohei Fukunari¹, Hiroaki Hayakawa¹, Ryoichi Kuwano¹, Yutaka Ibata², Minato Yamada² (1. MAEDA CORPORATION, 2. DAI NIPPON CONSTRUCTION)

Keywords:

Roller Compacted Dam-Concrete Method,Roller Compacted Dam-Concrete,Flat Plate Compactor,Artificial Rock Concrete