Effects of silica fume and rice husk ash contents on engineering properties and high-temperature resistance of slag-based prepacked geopolymers

被引:12
作者
Bayrak, Baris [1 ]
Alcan, Haluk Gorkem [1 ]
Tanyildizi, Muhammed [2 ]
Kaplan, Gokhan [3 ]
Ipek, Suleyman [4 ]
Aydin, Abdulkadir Cuneyt [3 ]
Guneyisi, Erhan [5 ]
机构
[1] Kafkas Univ, Dept Civil Engn, TR-36100 Kars, Turkiye
[2] Bitlis Eren Univ, Dept Civil Engn, TR-13000 Bitlis, Turkiye
[3] Ataturk Univ, Dept Civil Engn, TR-25240 Erzurum, Turkiye
[4] Bingol Univ, Dept Civil Engn, TR-12000 Bingol, Turkiye
[5] Harran Univ, Dept Civil Engn, TR-63300 Sanliurfa, Turkiye
关键词
Compressive strength; Elevated temperature; Flexural strength; Geopolymer concrete; Physical properties; LOW-CALCIUM FLY; MECHANICAL PERFORMANCE; TRANSPORT-PROPERTIES; CURING TEMPERATURE; CONCRETE; CEMENT; BEHAVIOR; DURABILITY; MORTAR; DESIGN;
D O I
10.1016/j.jobe.2024.109746
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Geopolymer slurries can be favored to achieve a sustainable approach in prepacked aggregate concretes. This study presented here investigated experimentally the effect of silica fume (SF) and rice husk ash (RHA) on the high-temperature resistance of slag-based sustainable prepacked geopolymers. In the production of prepacked aggregate geopolymers (PAGs), ground granulated blast furnace slag (GGBFS) was utilized as the main aluminosilicate-rich precursor material, and SF and RHA were replaced with GGBFS in various contents including 7.5 % and 15 %. The physical, mechanical, and microstructural properties of specimens cured at 35 degrees C and 70 degrees C for 8 h were determined comparatively. Residual compressive strength and mass loss of mixtures exposed to elevated temperatures (150 degrees C, 300 degrees C, and 600 degrees C) were determined to observe hightemperature effects. The results revealed that the properties of PAGs were affected considerably by curing temperature and precursor type. The maximum oven-dry density of 2244 kg/m3 with RHA content of 7.5 % was obtained at 70 degrees C curing temperature. Specimens produced with RHA tended to absorb more water under both heat curing conditions and the highest water absorption of 10.2 % with RHA content of 7.5 % was obtained at 35 degrees C curing temperature. The compressive strength of PAGs varied between 13.7 and 28.10 MPa, and flexural strengths varied between 1.48 and 2.74 MPa. Increasing curing temperature improved the strength properties of PAGs, and in general, the 8-h compressive and flexural strength values of SF samples were relatively higher. The application of elevated temperature to the PAG mixtures caused a significant reduction in both compressive strength and mass loss. Among the specimens cured at 35 degrees C, the specimens with RHA showed relatively better high-temperature performance in terms of compressive strength, while the specimens with SF cured at 70 degrees C showed better performance. PAG specimens produced with RHA showed the best high-temperature performance against mass loss. According to the results obtained in the given study, these recycled wastes could be used to improve the physico-mechanical properties and high-temperature performance of slag-based PAGs.
引用
收藏
页数:18
相关论文
共 72 条
[1]   How to design concrete produced by a two-stage concreting method [J].
Abdelgader, HS .
CEMENT AND CONCRETE RESEARCH, 1999, 29 (03) :331-337
[2]  
Abdul Awal AS., 1984, MANUFACTURE PROPERTI
[3]   Effects of elevated temperatures on the thermal behavior and mechanical performance of fly ash geopolymer paste, mortar and lightweight concrete [J].
Abdulkareem, Omar A. ;
Al Bakri, A. M. Mustafa ;
Kamarudin, H. ;
Nizar, I. Khairul ;
Saif, Ala'eddin A. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 50 :377-387
[4]   The Effect of Curing Temperature on Physical and Chemical Properties of Geopolymers [J].
Al Bakri, A. M. Mustafa ;
Kamarudin, H. ;
BinHussain, M. ;
Nizar, I. Khairul ;
Zarina, Y. ;
Rafiza, A. R. .
2011 INTERNATIONAL CONFERENCE ON PHYSICS SCIENCE AND TECHNOLOGY (ICPST), 2011, 22 :286-291
[5]   Potential applications of geopolymer concrete in construction: A review [J].
Almutairi, Ahmad L. ;
Tayeh, Bassam A. ;
Adesina, Adeyemi ;
Isleem, Haytham F. ;
Zeyad, Abdullah M. .
CASE STUDIES IN CONSTRUCTION MATERIALS, 2021, 15
[6]   The Impact Resistance and Deformation Performance of Novel Pre-Packed Aggregate Concrete Reinforced with Waste Polypropylene Fibres [J].
Alrshoudi, Fahed ;
Mohammadhosseini, Hossein ;
Alyousef, Rayed ;
Tahir, Mahmood Md ;
Alabduljabbar, Hisham ;
Mohamed, Abdeliazim Mustafa .
CRYSTALS, 2020, 10 (09) :1-21
[7]   RETRACTED: Drying shrinkage and creep properties of prepacked aggregate concrete reinforced with waste polypropylene fibers (Retracted article. See vol. 100, 2025) [J].
Alrshoudi, Fahed ;
Mohammadhosseini, Hossein ;
Tahir, Mahmood Md ;
Alyousef, Rayed ;
Alghamdi, Hussam ;
Alharbi, Yousef ;
Alsaif, Abdulaziz .
JOURNAL OF BUILDING ENGINEERING, 2020, 32
[8]  
[Anonymous], 2020, C348 ASTM, DOI [10.1520/C0348-20, DOI 10.1520/C0348-20]
[9]  
[Anonymous], 2013, ASTM C642-13, DOI [10.1520/C0642-21, DOI 10.1520/C0642-21]
[10]  
[Anonymous], 2006, 101518 BSI EN