Effect of clay content on plastic shrinkage cracking of cementitious materials

被引:9
|
作者
Zhao, Haixin [1 ,2 ]
Ma, Yuefeng [1 ]
Zhang, Jian [3 ]
Hu, Zhangli [3 ]
Li, Hua [4 ]
Wang, Yujiang [4 ]
Liu, Jiaping [1 ,3 ,4 ]
Li, Zhen [5 ]
机构
[1] Chongqing Univ, Coll Mat Sci & Engn, Chongqing 400045, Peoples R China
[2] Nanyang Inst Technol, Sch Civil Engn, Nanyang 473004, Peoples R China
[3] Southeast Univ, Sch Mat Sci & Engn, Nanjing 211189, Peoples R China
[4] State Key Lab High Performance Civil Engn Mat, Nanjing 211103, Peoples R China
[5] Jiangsu Prov Transportat Engn Construct Bur, Nanjing 210004, Peoples R China
基金
国家重点研发计划;
关键词
Clay content; Plastic shrinkage cracking; Permeability; Capillary pressure; Plastic tensile strength; METHYLENE-BLUE VALUE; MANUFACTURED SAND; PORTLAND-CEMENT; CONCRETE; STRENGTH; MECHANISM; HYDRATION; MINERALS; CURVE; PASTE;
D O I
10.1016/j.conbuildmat.2022.127989
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Clay minerals in manufactured sand exacerbate plastic shrinkage cracking of cementitious materials. The impact of clay content on plastic shrinkage cracking and the underlying mechanism were comprehensively investigated. The results indicate that clay considerably mitigates the plastic settlement while significantly aggravates the plastic shrinkage, triggering more severe cracking. Water absorption of clay substantially lowers the permeability of mortars, which accounts for the reduction in bleeding, evaporation and plastic settlement. The intensified plastic shrinkage can be attributed to the accelerated build-up of capillary pressure and the self-contraction of clay. Furthermore, the critical cause of the more severe cracking with higher clay content is the rapid increase of plastic shrinkage and the reduction in plastic tensile strength.
引用
收藏
页数:12
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