The basic mechanical properties of dry-mixing self-compacting concrete(SCC) in 28 days as well as the horizontal transform coefficient are studied experimentally and a great deal of experimental data including the cubical compressive strength,axial compressive strength and splitting strength are obtained.
文章通过试验方法,研究了干拌自密实混凝土的28 d基本力学性能及横向变形系数,获取了大量的干拌自密实混凝土立方体抗压强度、轴心抗压强度及劈裂强度的试验数据;分析了养护龄期和立方体抗压强度、劈裂强度之间的相关性,并提出回归公式。
Modulus of elasticity,horizontal transform coefficient and peak strain which were had by dry-mixing Self-Compacting Concrete were studied.
研究了干拌自密实混凝土的弹性模量、横向变形系数以及峰值应变,分析了干拌自密实混凝土变形性能的特点,并根据统计分析给出了弹性模量的回归公式,试验结果表明,加水量对干拌自密实混凝土的弹性模量影响较大,横向变形系数与普通混凝土及高强混凝土均有较大差别,随着粗骨料含量的增加,干拌自密实混凝土的峰值应变减小。