Endowing strength to calcium silicate hydrate (C-S-H) powder by high pressure mechanical compaction

被引:34
|
作者
Zhang, Zhe [1 ]
Yan, Yu [1 ]
Qu, Zhengyao [1 ]
Geng, Guoqing [1 ]
机构
[1] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, Singapore
关键词
C-S-H; High pressure mechanical compaction; Ca/Si ratio (C/S); RH condition; Mechanical properties; HARDENED CEMENT PASTE; PORTLAND-CEMENT; TRICALCIUM SILICATE; RELATIVE-HUMIDITY; NANOINDENTATION; CONCRETE; CREEP; MODEL; TEMPERATURE; SHRINKAGE;
D O I
10.1016/j.cemconres.2022.106858
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The strength origin of C-S-H matrix is a key question in cement and concrete research, which remains largely unclear despite a century of study. Here we present a novel approach to endow strength integrity to C-S-H powders via mechanical compaction at room temperature. The unprecedented 2000 MPa compaction load results in a bulk C-S-H with tensile strength (~24 MPa) one order of magnitude higher than C-S-H matrix from hydration. This practice enables observations on how Ca/Si ratio (C/S) and initial moisture conditions affect their overall mechanical properties (hardness and strength), which are correlated with the micro-structures studied by 1H NMR and electronic microscope. We conclude that the bond between closely-contacted C-S-H particle, rather than the total porosity, is key to the bulk strength. The bond is clearly weakened when excessive water exists between C-S-H particles. This work provides novel insight to the strength origin of C-S-H.
引用
收藏
页数:15
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