Effect of curing condition on mechanical properties and durability of alkali-activated slag mortar

被引:16
作者
Liu, Chen [1 ]
Wu, Haoming [1 ]
Li, Zhenming [2 ,3 ]
Shi, Hu [1 ]
Ye, Guang [1 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, Dept Mat & Environm Microlab, NL-2628 CN Delft, Netherlands
[2] Harbin Inst Technol, Sch Civil & Environm Engn, Shenzhen 518055, Peoples R China
[3] Harbin Inst Technol, Guangdong Prov Key Lab Intelligent & Resilient Str, Shenzhen 518055, Peoples R China
关键词
Alkali-activated slag; Curing; Elastic modulus; Shrinkage; Carbonation; Freeze and thaw; FLY-ASH; HYDRATION KINETICS; SILICATE MODULUS; CARBONATION; STRENGTH; CONCRETE; EFFLORESCENCE; SHRINKAGE; EVOLUTION; DOSAGE;
D O I
10.1016/j.conbuildmat.2024.137376
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
While alkali-activated slag (AAS) has emerged as a promising alternative binder in construction engineering, a consensus on the optimal curing condition for this material has not been reached yet. It is well known that AAS can harden at ambient temperatures, but the influence of humidity on its properties remains poorly understood. Herein, we considered five curing conditions with different relative humidities (RH), including ambient/dry condition (RH=55 %), sealed condition (RH=80-95 %), fog condition (RH>95 %), water immersion condition (RH=100 %), and saturated limewater immersion condition (RH=100 %). Various properties have been examined, including flexural and compressive strengths, elastic modulus, shrinkage, pore structure, carbonation resistance, and freeze-thaw resistance of AAS mortars (AASM). Two types of activators, sodium hydroxide and sodium silicate (modulus at 1) solutions were used. The experimental results indicate that drying at early ages is detrimental to almost all the properties investigated. Sealed curing can deliver desirable mechanical properties and durability, but considerable shrinkage. Fog and water curings are highly effective at mitigating early shrinkage in AASM, but the problem of leaching adversely affects its long-term properties. Generally, limewater curing offers limited benefits compared to other high-humidity curing methods.
引用
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页数:14
相关论文
共 54 条
[41]   Alkali-activated materials [J].
Provis, John L. .
CEMENT AND CONCRETE RESEARCH, 2018, 114 :40-48
[42]   Advances in understanding alkali-activated materials [J].
Provis, John L. ;
Palomo, Angel ;
Shi, Caijun .
CEMENT AND CONCRETE RESEARCH, 2015, 78 :110-125
[43]   Carbonation process of alkali-activated slag mortars [J].
Puertas, F. ;
Palacios, M. ;
Vazquez, T. .
JOURNAL OF MATERIALS SCIENCE, 2006, 41 (10) :3071-3082
[44]   Influence of recycled coarse aggregate on properties of fly ash and slag-based geopolymer concrete cured under oven and ambient temperature [J].
Rathore, Shivendra Singh ;
Meesala, Chakradhara Rao .
WORLD JOURNAL OF ENGINEERING, 2025, 22 (03) :495-513
[45]   The effect of silica fume on durability of alkali activated slag concrete [J].
Rostami, M. ;
Behfarnia, K. .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 134 :262-268
[46]   New cements for the 21st century: The pursuit of an alternative to Portland cement [J].
Shi, Caijun ;
Fernandez Jimenez, A. ;
Palomo, Angel .
CEMENT AND CONCRETE RESEARCH, 2011, 41 (07) :750-763
[47]   Effect of of alkali dosage and silicate modulus on carbonation of alkali-activated slag mortars [J].
Shi, Zhenguo ;
Shi, Caijun ;
Wan, Shu ;
Li, Ning ;
Zhang, Zuhua .
CEMENT AND CONCRETE RESEARCH, 2018, 113 :55-64
[48]   Effect of water curing conditions on the hydration degree and compressive strengths of fly ash-cement paste [J].
Termkhajornkit, Pipat ;
Nawa, Toyoharu ;
Kurumisawa, Kiyofumi .
CEMENT & CONCRETE COMPOSITES, 2006, 28 (09) :781-789
[49]   Review on the deterioration and approaches to enhance the durability of concrete in the freeze-thaw environment [J].
Wang, Ruijun ;
Hu, Zhiyao ;
Li, Yang ;
Wang, Kai ;
Zhang, Hao .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 321
[50]   FACTORS AFFECTING THE STRENGTH OF ALKALI-ACTIVATED SLAG [J].
WANG, SD ;
SCRIVENER, KL ;
PRATT, PL .
CEMENT AND CONCRETE RESEARCH, 1994, 24 (06) :1033-1043