Effect of low carbon marble dust powder, silica fume, and rice husk ash as tertiary cementitious material on the mechanical properties and embodied carbon of concrete

被引:0
|
作者
Bheel, Naraindas [1 ]
Nadeem, Gohar [2 ]
Almaliki, Abdulrazak H. [3 ]
Al-Sakkaf, Yaser Khaled [4 ]
Dodo, Yakubu Aminu [4 ]
Benjeddou, Omrane [5 ]
机构
[1] Univ Teknol PETRONAS, Dept Civil & Environm Engn, Tronoh 32610, Perak, Malaysia
[2] Baluchistan Univ Engn & Technol, Dept Civil Engn, Khuzdar 89100, Baluchistan, Pakistan
[3] Taif Univ, Coll Engn, Dept Civil Engn, Taif 21944, Saudi Arabia
[4] Najran Univ, Coll Engn, Architectural Engn Dept, Najran 66426, Saudi Arabia
[5] Prince Sattam Bin Abdulaziz Univ, Coll Engn, Dept Civil Engn, Alkharj 16273, Saudi Arabia
来源
关键词
Concrete; Silica fume; Rice husk Ash; Marble dust powder; Tertiary cementitious materials; Workability; Mechanical properties; Durability; Embodied carbon; Sustainability of concrete; SUGARCANE BAGASSE ASH; PORE STRUCTURE; COMPRESSIVE STRENGTH; FLY-ASH; STRUCTURAL CONCRETE; NATURAL POZZOLAN; PORTLAND-CEMENT; PERFORMANCE; PERMEABILITY; DURABILITY;
D O I
10.1016/j.scp.2024.101734
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The recent decade has seen a surge in study towards cost-effective, ecologically benign, as well as socially advantageous cement replacements. Alternatives include industrial and agricultural waste, which can be recycled, repurposed, as well as renewed. However, using these wastes as supplementary cementitious materials (SCM) saves energy as well as reduces cement use, which helps reduce CO2 emission. Therefore, this research investigation is to use the silica fume (SF), rice husk ash (RHA), as well as marble dust powder (MDP) individually as SCM and combine as tertiary cementitious materials (TCM) for determining the fresh (workability), hardened (dry density, splitting tensile and compressive strength) and durability (carbonation depth, and water absorption) properties of concrete. In this regard, 345 concrete samples were made with 1:1.5:3 mix ratio and cured for 28 days. The outcome has been demonstrated that the workability, dry density, water absorption and carbonation depth of concrete is getting reduced with growing the SF, RHA and MDP as SCM and TCM in concrete. Besides, the compressive and split tensile strength are increased by 10.44% and 9.544% respectively at 9% of SF, RHA and MDP as TCM for 28 days. Besides, the embodied carbon of concrete is decreasing while amount of SF, RHA and MDP as SCM and TCM is increasing. It has been observed that the use of 9% TCM is offering good results for construction sector and reduce the consumption of cement in concrete which helps to decrease the carbon emission in the environment.
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页数:15
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