The influence of carbon nanotube on underwater geopolymer paste based on metakaolin and slag

被引:18
作者
Ziada, Mahmoud [1 ]
Tanyildizi, Harun [2 ]
Uysal, Mucteba [3 ]
机构
[1] Istanbul Aydin Univ, Dept Civil Engn, Istanbul, Turkiye
[2] Firat Univ, Dept Civil Engn, Elazig, Turkiye
[3] Yildiz Tech Univ, Dept Civil Engn, Istanbul, Turkiye
关键词
Underwater geopolymer paste; Carbon nanotubes; Seawater; Lake water; MECHANICAL-PROPERTIES; FLY-ASH; WASHOUT RESISTANCE; CEMENT; MICROSTRUCTURE; CONCRETE; COMPOSITES; STRENGTH; TECHNOLOGY; DURABILITY;
D O I
10.1016/j.conbuildmat.2024.135047
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Underwater concrete finds application in many underwater structures, such as port facilities, bridge footings, tunnels, and analogous infrastructural elements. In recent years, a growing significance has been attributed to the investigation of sustainable geopolymer studies conducted on land. Hence, the necessity of researching underwater sustainable geopolymer composites emerged. This study produced metakaolin and slag-based geopolymer paste samples containing carbon nanotubes (CNTs) cast and cured in a dry environment, lake water, and seawater. Also, the present work examined the relation between CNTs and metakaolin and slag-based geopolymers in the context of underwater cast and curing. In order to achieve the intended objective, geopolymer samples with CNTs at 0%, 0.05%, 0.15%, and 0.25% ratios poured in under three distinct environments were prepared and subjected to various tests. Subsequently, examinations were conducted to determine the mechanical and microstructural characteristics of the geopolymer samples poured in the three environments. The conducted tests encompassed compressive strength assessment, temperature measurements, pH measurements, and microstructural analyses. Consequently, the compressive strength of the 0.25% CNT geopolymer samples increased by 32.7% and 34.4% compared to the CNT free-geopolymer samples poured in lake water and seawater, respectively. Thus, in this study, underwater geopolymer samples with compressive strengths of 46 MPa and 49.6 MPa were produced in lake water and seawater, respectively.
引用
收藏
页数:14
相关论文
共 80 条
[1]  
A.U.C.R. Committee, 1991, Recommendations for design and construction of antiwashout underwate concrete
[2]   Microstructure and mechanical properties of a metakaolinite-based geopolymer nanocomposite reinforced with carbon nanotubes [J].
Abbasi, Saloumeh Mesgari ;
Ahmadi, Hamidreza ;
Khalaj, Gholamreza ;
Ghasemi, Bahar .
CERAMICS INTERNATIONAL, 2016, 42 (14) :15171-15176
[3]  
Abdulkareem M., 2019, PROC SARDINIA2019
[4]   Effect of nano-silica on strength and durability of fly ash based geopolymer mortar [J].
Adak, D. ;
Sarkar, M. ;
Mandal, S. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 70 :453-459
[5]  
Assaad JJ, 2009, ACI MATER J, V106, P529
[6]   Correlated strength enhancement mechanisms in carbon nanotube based geopolymer and OPC binders [J].
Azeem, Muhammad ;
Junaid, M. Talha ;
Saleem, Muhammad Azhar .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 305
[7]   Synthesis and characterisation of materials based on inorganic polymers of alumina and silica: sodium polysialate polymers [J].
Barbosa, VFF ;
MacKenzie, KJD ;
Thaumaturgo, C .
INTERNATIONAL JOURNAL OF INORGANIC MATERIALS, 2000, 2 (04) :309-317
[8]   Hydration and properties of nano-TiO2 blended cement composites [J].
Chen, Jun ;
Kou, Shi-cong ;
Poon, Chi-sun .
CEMENT & CONCRETE COMPOSITES, 2012, 34 (05) :642-649
[9]   Effect of graphene oxide on single fiber pullout behavior [J].
Chindaprasirt, Prinya ;
Sukontasukkul, Piti ;
Techaphatthanakon, Apisit ;
Kongtun, Suriyawan ;
Ruttanapun, Chesta ;
Yoo, Doo-Yeol ;
Tangchirapat, Weerachart ;
Limkatanyu, Suchart ;
Banthia, Nemkumar .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 280
[10]   Small but strong: A review of the mechanical properties of carbon nanotube-polymer composites [J].
Coleman, Jonathan N. ;
Khan, Umar ;
Blau, Werner J. ;
Gun'ko, Yurii K. .
CARBON, 2006, 44 (09) :1624-1652