
コンクリートの大幅な軽量化を図るために, 比重が0.02以下である発泡ポリスチレンビーズを粗骨材とした超軽量コンクリートの乾燥収縮性状の評価と対策法を示し, 超軽量域における圧縮強度を中心とした強度性状を把握し, さらに炭素繊維の短繊維を用いたモルタルマトリックス補強による強度改善効果と補強機構について論じた.その結果, コンクリートの比重1.5~2.0程度の範囲では人工軽量細骨材の併用により, また比重1.2前後の超軽量域では短繊維補強により比強度的に有利な軽量コンクリートが得られた. また短繊維補強機構をモルタル強度との関係から考察した.
| selected citations These citations are derived from selected sources. This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | 3 | |
| popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network. | Average | |
| influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically). | Average | |
| impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network. | Average |
