Enhanced fresh and hardened properties of foamed concrete modified with nano-silica

被引:4
|
作者
Mydin, Md Azree Othuman [1 ]
Jagadesh, P. [2 ]
Bahrami, Alireza [3 ]
Dulaimi, Anmar [4 ,5 ]
Ozkilic, Yasin Onuralp [6 ,7 ]
Omar, Roshartini [8 ]
机构
[1] Univ Sains Malaysia, Sch Housing Bldg & Planning, George Town 11800, Malaysia
[2] Coimbatore Inst Technol, Dept Civil Engn, Coimbatore, Tamil Nadu, India
[3] Univ Gavle, Fac Engn & Sustainable Dev, Dept Bldg Engn Energy Syst & Sustainabil Sci, S-80176 Gavle, Sweden
[4] Univ Kerbala, Coll Engn, Dept Civil Engn, Karbala 56001, Iraq
[5] Univ Warith Al Anbiyaa, Coll Engn, Dept Civil Engn, Karbala 56001, Iraq
[6] Necmettin Erbakan Univ, Fac Engn, Dept Civil Engn, TR-42100 Konya, Turkiye
[7] Lebanese Amer Univ, Dept Civil Engn, Byblos, Lebanon
[8] Univ Tun Hussein Onn Malaysia, Fac Technol Management & Business, Dept Construct Management, Batu Pahat 86400, Johor, Malaysia
关键词
Foamed concrete; Nano-silica; Pozzolanic compositions; Intrinsic air permeability; Compressive strength; SEM analysis; Chloride penetration; OIL FUEL ASH; MECHANICAL-PROPERTIES; FLEXURAL STRENGTH; COMPRESSIVE STRENGTH; DURABILITY PROPERTIES; PORE STRUCTURE; POWDER; NANOSILICA; PERMEABILITY; REPLACEMENT;
D O I
10.1016/j.heliyon.2024.e25858
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Nowadays, the application of nanotechnology has gained increased attention in the concrete technology field. Several applications of concrete require light weight; one such concrete used is foamed concrete (FC), which has more voids in the microstructure. In this study, nano-silica (NS) was utilized, which exhibits a pozzolanic nature, and it reacts with other pozzolanic compositions (like lime, alumina, etc.) to form hydrated compounds in concrete. Apart from these hydrated compounds, NS acts as a filler material and enhances properties of concrete such as the fresh and hardened properties. This research examines the fresh, hardened, and microstructural properties of FC blended with NS. The ratio of binder and filler used in this research is 1:1.5, with a water-tobinder ratio of 0.45 and a density of 880 kg/m3. A total of six different weight fractions of NS were added to FC mixes, namely 0%, 1%, 2%, 3%, 4%, and 5%. Properties assessed for FC blended with NS were the slump, bulk density, strength parameters (flexural, splitting tensile, and compressive strengths), morphological analysis, water absorption, and porosity. It was concluded from this study that the optimum NS utilized to improve the properties was 3%. Apart from this, the relationship between the mechanical properties and NS dosages was developed. The correlations between the compressive strength and other properties were analyzed, and relationships were developed based on the best statistical approach. This study helps academicians, researchers, and industrialists enhance the properties of FC blended with NS and their relationships to predict concrete properties from other properties.
引用
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页数:23
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