Rheology and air entrainment of fresh Portland cement mortars in simulated low air pressure environments

被引:34
作者
Zuo, Shenghao [1 ,2 ]
Yuan, Qiang [1 ,2 ]
Huang, Tingjie [1 ,2 ]
Wang, Zan [1 ,2 ]
Zhang, Kai [1 ,2 ]
Liu, Jing [3 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China
[2] Natl Engn Res Ctr High speed Railway Construct Tec, Changsha 410075, Hunan, Peoples R China
[3] China Acad Railway Sci Railway Engn Res Inst, Beijing 100081, Peoples R China
基金
中国国家自然科学基金;
关键词
Low air pressure; Air content; Yield stress; Viscosity; Surface tension; Deformability; YIELD-STRESS; NONCOLLOIDAL PARTICLES; SUSPENSIONS; CONCRETE; ADMIXTURES; BEHAVIOR; BUBBLES;
D O I
10.1016/j.cemconcomp.2022.104848
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Air entrainment in cement-based materials is believed to be affected by low air pressure (AP) which is the atmospheric characteristic in high plateaus, and thus the rheology may be affected. This paper attempts to study rheology and air entrainment of fresh Portland cement mortar in simulated low APs. The results indicate that the rheological responses with the varying AP gradients are relevant to the air entrainments in fresh mortar mixtures. The volume changes of air voids in fresh mortars are linearly related to the varying APs, which is owing to not only the AP difference between the inside and outside air voids but also the additional pressure on the liquid films of air voids stemming from the surface tension changes. Moreover, the Bingham capillary number is calculated to account for the air void deformability. Then rheological parameters are correlated to the content and deformability of air voids in fresh mortars.
引用
收藏
页数:13
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