Influence of liquid-binder ratio on the performance of alkali-activated slag mortar with superabsorbent polymer

被引:25
作者
Yang, Zhengxian [1 ]
Shi, Peng [1 ,2 ]
Zhang, Yong [1 ]
Li, Zhenming [3 ]
机构
[1] Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Peoples R China
[2] Politecn Torino, Dept Struct Geotech & Bldg Engn, Turin, Italy
[3] Delft Univ Technol, Fac Civil Engn & Geosci, Dept Mat & Environm, Microlab, Delft, Netherlands
关键词
Alkali activated slag; Superabsorbent polymer; Liquid-binder ratio; Compressive strength; Pore structure; CEMENT-BASED MATERIALS; AUTOGENOUS SHRINKAGE; FLY-ASH; PORE SOLUTION; PASTES; WATER; STRENGTH; MICROSTRUCTURE;
D O I
10.1016/j.jobe.2021.103934
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The influences of liquid-binder ratio and mixing sequence on the performance of superabsorbent polymer (SAP)-containing alkali-activated slag (AAS) mortar are investigated in this study. It is found that the SAP absorbs much less liquid in upper supernatant of AAS than in water. Mixing SAP with liquid first induces a larger absorption capacity of the SAP than mixing it with solid first. Increasing the liquid-binder ratio improves the flowability but reduces the strength of AAS mortar with SAP. Nonetheless, the strength of internally cured mixtures is higher than that of the reference even with an extra liquid-binder ratio of 0.09. The reason behind lies in the refinement of capillary and gel porosity by internal curing, despite the presence of large voids originated from SAP. The autogenous shrinkage of AAS paste is reduced significantly by the incorporation of SAP but the further mitigating effect of increased liquid-binder ratio is limited.
引用
收藏
页数:13
相关论文
共 51 条
[1]  
[Anonymous], 2001, C143701 ASTM
[2]  
[Anonymous], 2013, Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle, DOI [10.1520/C0191, DOI 10.1520/C0191]
[3]  
[Anonymous], 2014, C169809 ASTM
[4]  
[Anonymous], 2005, GB-T 2419-2005
[5]   Resistance of alkali-activated slag concrete to acid attack [J].
Bakharev, T ;
Sanjayan, JG ;
Cheng, YB .
CEMENT AND CONCRETE RESEARCH, 2003, 33 (10) :1607-1611
[6]   Cement and carbon emissions [J].
Barcelo, Laurent ;
Kline, John ;
Walenta, Gunther ;
Gartner, Ellis .
MATERIALS AND STRUCTURES, 2014, 47 (06) :1055-1065
[7]   Gel nanostructure in alkali-activated binders based on slag and fly ash, and effects of accelerated carbonation [J].
Bernal, Susan A. ;
Provis, John L. ;
Walkley, Brant ;
Nicolas, Rackel San ;
Gehman, John D. ;
Brice, David G. ;
Kilcullen, Adam R. ;
Duxson, Peter ;
van Deventer, Jannie S. J. .
CEMENT AND CONCRETE RESEARCH, 2013, 53 :127-144
[8]   Sodium silicate-based, alkali-activated slag mortars Part I. Strength, hydration and microstructure [J].
Brough, AR ;
Atkinson, A .
CEMENT AND CONCRETE RESEARCH, 2002, 32 (06) :865-879
[9]   Effect of pore size distribution on drying shrinkage of alkali-activated slag concrete [J].
Collins, F ;
Sanjayan, JG .
CEMENT AND CONCRETE RESEARCH, 2000, 30 (09) :1401-1406
[10]   Super absorbing polymers as an internal curing agent for mitigation of early-age cracking of high-performance concrete bridge decks [J].
Craeye, Bart ;
Geirnaert, Matthew ;
De Schutter, Geert .
CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (01) :1-13