Limestone filler as a mineral additive on the compressive strength and durability of self-compacting concrete with limestone manufactured sand

被引:0
|
作者
Jiang, Zhengwu [1 ]
Yang, Qian [1 ]
Wang, Baoyin [1 ]
Li, Chunjin [1 ]
Zhang, Jie [2 ]
Ren, Qiang [1 ,3 ]
机构
[1] Tongji Univ, Sch Mat Sci & Engn, Minist Educ, Key Lab Adv Civil Engn Mat, 4800 Caoan Rd, Shanghai 201804, Peoples R China
[2] Guizhou Bridge Construct Grp Co Ltd, Guiyang 550001, Peoples R China
[3] State Key Lab Green Bldg Mat, Beijing 100024, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
Limestone filler; Manufactured sand; Compressive strength; Durability; Pore structure; MECHANICAL-PROPERTIES; DRYING SHRINKAGE; FLY-ASH; HARDENED PROPERTIES; SULFATE RESISTANCE; NATURAL POZZOLANA; CEMENT HYDRATION; PORTLAND CEMENTS; HIGH-VOLUME; POWDER;
D O I
10.1016/j.jobe.2024.109965
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Using limestone filler (LF) as a mineral additive of concrete with manufactured sand (MS) raises concerns about the long-term performance because of the high LF content in mixtures, particularly in high-binder content self-consolidating concrete (SCC). Herein, this paper evaluates the effects of LF as a mineral additive on the compressive strength and durability of SCC incorporating manufactured sand (MS_SCC). Results indicate that LF decreases the compressive strength of MS-SCC akin to that observed with FA, albeit with a more moderate decrease observed at a lower w/b ratio. Both LF and FA contribute to decreasing carbonation resistances, while MS_SCC with LF exhibits a gradual reduction in carbonation rate over time. Furthermore, LF reduces the chloride migration resistance of MS-SCC, unlike FA. However, LF improves the drying shrinkage of MS_SCC, particularly notable at a lower w/b ratio. Microstructure analysis indicates that LF induces a coarsening effect on the pore structure of MS_SCC, with a moderate influence observed for mixtures characterized by a lower w/b ratio.
引用
收藏
页数:13
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