Full Text:  <377>

Suppl. Mater.: 

Summary:  <230>

CLC number: 

On-line Access: 2023-03-31

Received: 2022-09-08

Revision Accepted: 2023-01-21

Crosschecked: 2023-03-31

Cited: 0

Clicked: 571

Citations:  Bibtex RefMan EndNote GB/T7714

 ORCID:

Lifeng FAN

https://ORCID:orcid.org/0000-0002-7744-692X

Yan XI

https://orcid.org/0000-0002-1829-6554

-   Go to

Article info.
Open peer comments

Journal of Zhejiang University SCIENCE A

Accepted manuscript available online (unedited version)


Optimal slag content for geopolymer composites under freeze-thaw cycles with different freezing temperatures


Author(s):  Lifeng FAN, Weiliang ZHONG, Guang WANG, Yan XI

Affiliation(s):  Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing 100124, China

Corresponding email(s):  xiyan@bjut.edu.cn

Key Words:  Geopolymer composites; Freeze-thaw cycle; Freezing temperature; Slag content


Share this article to: More <<< Previous Paper|Next Paper >>>

Lifeng FAN, Weiliang ZHONG, Guang WANG, Yan XI. Optimal slag content for geopolymer composites under freeze-thaw cycles with different freezing temperatures[J]. Journal of Zhejiang University Science A,in press.Frontiers of Information Technology & Electronic Engineering,in press.https://doi.org/10.1631/jzus.A2200437

@article{title="Optimal slag content for geopolymer composites under freeze-thaw cycles with different freezing temperatures",
author="Lifeng FAN, Weiliang ZHONG, Guang WANG, Yan XI",
journal="Journal of Zhejiang University Science A",
year="in press",
publisher="Zhejiang University Press & Springer",
doi="https://doi.org/10.1631/jzus.A2200437"
}

%0 Journal Article
%T Optimal slag content for geopolymer composites under freeze-thaw cycles with different freezing temperatures
%A Lifeng FAN
%A Weiliang ZHONG
%A Guang WANG
%A Yan XI
%J Journal of Zhejiang University SCIENCE A
%P 366-376
%@ 1673-565X
%D in press
%I Zhejiang University Press & Springer
doi="https://doi.org/10.1631/jzus.A2200437"

TY - JOUR
T1 - Optimal slag content for geopolymer composites under freeze-thaw cycles with different freezing temperatures
A1 - Lifeng FAN
A1 - Weiliang ZHONG
A1 - Guang WANG
A1 - Yan XI
J0 - Journal of Zhejiang University Science A
SP - 366
EP - 376
%@ 1673-565X
Y1 - in press
PB - Zhejiang University Press & Springer
ER -
doi="https://doi.org/10.1631/jzus.A2200437"


Abstract: 
Improving the freeze-thaw resistance of geopolymers is of great significance to ensure their durability in cold regions. This study presents an experimental investigation of optimal slag content for geopolymer composites under freeze-thaw cycles with different freezing temperatures. Firstly, five kinds of geopolymer composites with 10.0%, 20.0%, 30.0%, 40.0%, and 50.0% slag contents and 1.0% fiber content were prepared. Freeze-thaw cycle tests at -1.0 °C, -20.0 °C, and -40.0 °C were carried out for these geopolymer composites and their physical and mechanical properties after the freeze-thaw cycle were tested. The results show that the porosity of the geopolymer composites decreases as the slag content increases. Their mass loss ratio and strength loss ratio increase gradually as the freezing temperature decreases. The mass loss ratio and strength loss ratio of geopolymer composites after freeze-thaw cycles all decrease as the slag content increases. Considering the physical and mechanical properties of geopolymers after freeze-thaw cycles, the optimal slag contents are 40.0% and 50.0%.

不同冻结温度的冻融循环作用下地聚物复合材料最佳矿渣掺量研究

作者:范立峰,钟惟亮,王广,席岩
机构:北京工业大学,城市建设学部,中国北京,100124
目的:提高地聚物的抗冻融循环性能对确保地聚物在寒区中的耐久性具有重要意义。本文旨在研究冻结温度对矿渣改性的偏高岭土基地聚物物理和力学性能的影响,以期为地聚物在寒区中的实际应用和耐久性评估提供参考。
创新点:1.提出了冻融循环条件下地聚物复合材料的最佳矿渣含量;2.发现矿渣的掺入可以抑制地聚物在寒冷环境中的开裂,提高地聚物复合材料的抗冻融性。
方法:1.制备不同矿渣的纤维增强聚合物并对其开展三种冻结温度的冻融循环试验;2.分析不同矿渣的纤维增强聚合物的孔隙结构特性;3.分析冻融循环后不同矿渣的纤维增强聚合物的物理力学性能;4.提出冻融循环作用下地聚物复合材料的最佳矿渣含量。
结论:1.随着矿渣含量的增加,地聚物复合材料的孔隙率降低,且凝胶孔和过渡孔均逐渐减小;2.冻融循环后,地聚物复合材料中的裂缝宽度和数量都随着矿渣含量的增加而减少,表明矿渣的掺入可以抑制地聚物在寒冷环境中的开裂;3.矿渣的掺入可以显著降低地聚物复合材料在冻融循环后的质量损失率和强度损失率,进而提高地聚物复合材料的抗冻融性;4.40.0%和50.0%矿渣含量的地聚物复合材料在冻融循环后仍能保持较高的力学性能。

关键词组:地聚物复合材料;冻融循环;冻结温度;矿渣掺量

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1]ASTM (American Society for Testing and Materials), 2008. Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing, ASTM C666. ASTM.

[2]ASTM (American Society for Testing and Materials), 2013a. Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Speimens), ASTM C109. ASTM.

[3]ASTM (American Society for Testing and Materials), 2013b. Standard Specification for Coal Fly Ash and Raw of Calcined Natural Pozzolan for Use in Concrete, ASTM C618. ASTM.

[4]ChenCH, ZhuPH, WuJY, et al., 2014. Research on frost resistance of recycled high performance concrete. Applied Mechanics and Materials, 584-586:1456-1460.

[5]DuT, ZhouB, LiuB, et al., 2022. The influence of opposite-side high temperature on the frozen behavior of containment concrete under single-side salt freeze-thaw method. Structures, 36:854-863.

[6]DuxsonP, Fernández-JiménezA, ProvisJL, et al., 2007a. Geopolymer technology: the current state of the art. Journal of Materials Science, 42(9):2917-2933.

[7]DuxsonP, ProvisJL, LukeyGC, et al., 2007b. The role of inorganic polymer technology in the development of ‘green concrete’. Cement and Concrete Research, 37(12):1590-1597.

[8]El-HassanH, IsmailN, 2018. Effect of process parameters on the performance of fly ash/GGBS blended geopolymer composites. Journal of Sustainable Cement-Based Materials, 7(2):122-140.

[9]FanLF, ZhongWL, ZhangYH, 2022. Effect of the composition and concentration of geopolymer pore solution on the passivation characteristics of reinforcement. Construction and Building Materials, 319:126128.

[10]FuYW, CaiLC, CaiYG, 2011. Freeze-thaw cycle test and damage mechanics models of alkali-activated slag concrete. Construction and Building Materials, 25(7):3144-3148.

[11]GencelO, BenliA, BayraktarOY, et al., 2021. Effect of waste marble powder and rice husk ash on the microstructural, physico-mechanical and transport properties of foam concretes exposed to high temperatures and freeze-thaw cycles. Construction and Building Materials, 291:123374.

[12]JacobsenS, SoetherDH, SellevoldEJ, 1997. Frost testing of high strength concrete: frost/salt scaling at different cooling rates. Materials and Structures, 30(1):33-42.

[13]JiaoZZ, LiXY, YuQL, 2021. Effect of curing conditions on freeze-thaw resistance of geopolymer mortars containing various calcium resources. Construction and Building Materials, 323:125507.

[14]LiuL, HeZ, CaiXH, et al., 2021. Application of low-field NMR to the pore structure of concrete. Applied Magnetic Resonance, 52(1):15-31.

[15]LuukkonenT, AbdollahnejadZ, YliniemiJ, et al., 2018. Comparison of alkali and silica sources in one-part alkali-activated blast furnace slag mortar. Journal of Cleaner Production, 187:171-179.

[16]MOHURD (Ministry of Housing and Urban-Rural Development), 2009. Standard for Test Methods of Long-Term Performance and Durability of Ordinary Concrete, GB/T 50082-2009. National Standards of the People’s Republic of China.

[17]NasviMCM, RanjithPG, SanjayanJ, 2013. The permeability of geopolymer at down-hole stress conditions: application for carbon dioxide sequestration wells. Applied Energy, 102:1391-1398.

[18]ParbhooB, NagyO, 1988. Molecular dynamics in hydrogen bond forming environments. The role of hydrophilic-hydrophobic interactions in pyridine-water mixtures. Journal of Molecular Structure, 177:393-399.

[19]RashadAM, SadekDM, 2020. Behavior of alkali-activated slag pastes blended with waste rubber powder under the effect of freeze/thaw cycles and severe sulfate attack. Construction and Building Materials, 265:120716.

[20]RichardsonA, CoventryK, EdmondsonV, et al., 2016. Crumb rubber used in concrete to provide freeze-thaw protection (optimal particle size). Journal of Cleaner Production, 112:599-606.

[21]ŞahinF, UysalM, CanpolatO, et al., 2021. The effect of polyvinyl fibers on metakaolin-based geopolymer mortars with different aggregate filling. Construction and Building Materials, 300:124257.

[22]ŞahinY, AkkayaY, TasdemirMA, 2021. Effects of freezing conditions on the frost resistance and microstructure of concrete. Construction and Building Materials, 270:121458.

[23]ShahrajabianF, BehfarniaK, 2018. The effects of nano particles on freeze and thaw resistance of alkali-activated slag concrete. Construction and Building Materials, 176:172-178.

[24]TianLY, HeDP, ZhaoJN, et al., 2021. Durability of geopolymers and geopolymer concretes: a review. Reviews on Advanced Materials Science, 60(1):1-14.

[25]WangRJ, HuZY, LiY, et al., 2022. Review on the deterioration and approaches to enhance the durability of concrete in the freeze-thaw environment. Construction and Building Materials, 321:126371.

[26]XieJH, ZhaoJB, WangJJ, et al., 2019. Sulfate resistance of recycled aggregate concrete with GGBS and fly ash-based geopolymer. Materials, 12(8):1247.

[27]YangMJ, PaudelSR, AsaE, 2020. Comparison of pore structure in alkali activated fly ash geopolymer and ordinary concrete due to alkali-silica reaction using micro-computed tomography. Construction and Building Materials, 236:117524.

[28]YuanY, ZhaoRD, LiR, et al., 2020. Frost resistance of fiber-reinforced blended slag and Class F fly ash-based geopolymer concrete under the coupling effect of freeze-thaw cycling and axial compressive loading. Construction and Building Materials, 250:118831.

[29]ZhangA, YangWC, GeY, et al., 2020. Study on the hydration and moisture transport of white cement containing nanomaterials by using low field nuclear magnetic resonance. Construction and Building Materials, 249:118788.

[30]ZhangBF, FengY, XieJH, et al., 2021. Rubberized geopolymer concrete: dependence of mechanical properties and freeze-thaw resistance on replacement ratio of crumb rubber. Construction and Building Materials, 310:125248.

[31]ZhongWL, FanLF, ZhangYH, 2022a. Experimental research on the dynamic compressive properties of lightweight slag based geopolymer. Ceramics International, 48:20426-20437.

[32]ZhongWL, ZhangYH, FanLF, et al., 2022b. Effect of PDMS content on waterproofing and mechanical properties of geopolymer composites. Ceramics International, 48:26248-26257.

[33]ZhangP, WangKX, LiQF, et al., 2020. Fabrication and engineering properties of concretes based on geopolymers/alkali-activated binders—a review. Journal of Cleaner Production, 258:120896.

[34]ZhaoMX, ZhangGP, HtetKW, et al., 2019. Freeze-thaw durability of red mud slurry-Class F fly ash-based geopolymer: effect of curing conditions. Construction and Building Materials, 215:381-390.

[35]ZhaoRD, YuanY, ChengZQ, et al., 2019. Freeze-thaw resistance of Class F fly ash-based geopolymer concrete. Construction and Building Materials, 222:474-483.

[36]ZhuHJ, ZhaiMN, LiangGW, et al., 2021. Experimental study on the freezing resistance and microstructure of alkali-activated slag in the presence of rice husk ash. Journal of Building Engineering, 38:102173.

Open peer comments: Debate/Discuss/Question/Opinion

<1>

Please provide your name, email address and a comment





Journal of Zhejiang University-SCIENCE, 38 Zheda Road, Hangzhou 310027, China
Tel: +86-571-87952783; E-mail: cjzhang@zju.edu.cn
Copyright © 2000 - 2024 Journal of Zhejiang University-SCIENCE