收缩率
材料科学
胶凝的
骨料(复合)
混合(物理)
复合材料
极限抗拉强度
下跌
抗压强度
抗弯强度
水分
杨氏模量
统计分析
干燥
岩土工程
水泥
数学
工程类
量子力学
医学
外科
统计
物理
作者
Andrés Salas Montoya,Chul-Woo Chung,Beatriz E. Mira Rada
标识
DOI:10.1016/j.cscm.2023.e02208
摘要
This paper presents the results of a laboratory study and statistical analysis to determine the effect of the combination of three key parameters on the properties of high-performance concretes with recycled aggregates: mixing procedure, aggregate moisture states, and aggregate type. The study included evaluation of slump, compressive, flexural, and splitting tensile strength, modulus of elasticity, and drying shrinkage of concretes with a water/cementitious ratio of 0.45. Statistical analysis of the experimental data included one-way analysis of variance (ANOVA) and post hoc test. The results showed that it is possible to produce high quality concretes using recycled coarse aggregates by manipulating the above mentioned parameters, which is a technical, economical, and sustainable alternative to natural aggregate concretes. The two-stage mixing approach had a positive effect on workability, strength, and drying shrinkage. Aggregates in the pre-saturated state showed higher performance than those in the oven-dried and saturated surface-dried states.
科研通智能强力驱动
Strongly Powered by AbleSci AI