Influence of Specimen Size on Autogenous Volume Deformation of Long-Aged MgO-Admixed Concrete

被引:5
|
作者
Chen, Changli [1 ]
Chen, Rongfei [1 ]
Zhao, Zhenhua [1 ]
Li, Weiwei [1 ]
Yan, Shaolian [2 ]
Du, Xiangqin [1 ]
Yang, Huashan [1 ]
机构
[1] Guizhou Normal Univ, Sch Mat & Architectural Engn, Guiyang, Peoples R China
[2] Guizhou Prov Water Conservancy Res Inst, Guiyang, Peoples R China
基金
中国国家自然科学基金;
关键词
MgO-admixed concrete; autogenous volume deformation; size effect; pore parameters; long age; EXPANSIVE AGENT; FLY-ASH; CEMENT; HYDRATION; REACTIVITY; SHRINKAGE; MECHANISM; MINERALS; MAGNESIA; IMPACT;
D O I
10.3389/fmats.2021.639838
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The transformation law of autogenous volume deformation of MgO-admixed concrete with specimen size was revealed through continuous observation on standard-size (phi 200 mm x 500 mm), medium-size (phi 250 mm x 500 mm), and large-size specimens (phi 250 mm x 600 mm) over 6 years. Besides, the pore parameters of concrete core samples obtained from autogenous volume deformation specimens in the 1st, 3rd, and 6th years of age were investigated. The results show that the autogenous volume deformation of MgO-admixed concrete increases with the increase in the MgO content or age. The expansion rate of the concrete specimen decreases after the age of 360 days, and the autogenous volume expansion deformation of the specimen tends to be stable after about 2 years. When the size of the specimen changes, the autogenous volume deformation of MgO-admixed concrete decreases with the increase of specimen size. During the age of 2-6 years, the expansion of medium- and large-size specimens is reduced by 6-10 and 15-20%, respectively, compared with the standard-size specimens under the same MgO content. With the condition of an appropriate MgO content, regardless of the size of the specimen, the pore structure of the concrete becomes better and better with the growth of age, the concrete becomes denser and denser, and the expansion caused by MgO hydration will not cause damage to concrete structures.
引用
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页数:11
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