三重大学大学院工学研究科建築学専攻 三重大学大学院工学研究科 三重大学大学院工学研究科 Div. of Arch., Graduate School of Eng., Mie Univ. Div. of Arch., Graduate School of Eng., Mie Univ. Div. of Arch., Graduate School of Eng., Mie Univ.
Porous concrete Drying shrinkage Geometrical model Particle size Paste thickness Volume ratio of binder-aggregate ポーラスコンクリート 乾燥収縮 幾何学モデル 粒径 ペースト膜厚 結合材骨材容積比
In this study, a series of experiments on drying shrinkage of porous concrete was carried out to examine the influence of various factors, i.e. void ratio, rock type and size of aggregates, compaction strength level, etc. It was found that the influence of designed void ratio and rock type of the aggregate on the final amount of drying shrinkage of the porous concrete was significant, while the effect of compaction strength level was insignificant. Based on the experimental results, a geometrical model of the porous concrete was proposed to represent the drying shrinkage characteristics. It seems possible to predict the influence of the various factors on the drying shrinkage characteristics by using the proposed model.