Use of waste recycling coal bottom ash and sugarcane bagasse ash as cement and sand replacement material to produce sustainable concrete

被引:31
作者
Bheel, Naraindas [1 ]
Khoso, Salim [2 ]
Baloch, Mereen Hussain [3 ]
Benjeddou, Omrane [4 ]
Alwetaishi, Mamdooh [5 ]
机构
[1] Univ Teknol PETRONAS, Dept Civil & Environm Engn, Bandar Seri Iskandar, Tronoh 32610, Perak, Malaysia
[2] Quaid E Awam Univ Engn Sci & Technol, Dept Civil Engn, Campus Larkana, Sindh, Pakistan
[3] Univ Putra Malaysia, Fac Engn, Dept Civil Engn, Jalan Univ 1 Serdang, Seri Kembangan 43400, Selangor, Malaysia
[4] Prince Sattam Bin Abdulaziz Univ, Dept Civil Engn, Coll Engn, Alkharj 16273, Saudi Arabia
[5] Taif Univ, Dept Civil Engn, Coll Engn, POB 11099, At Taif 21944, Saudi Arabia
关键词
CBA; SCBA; PC; And sand replacement; Waste materials in concrete; Fresh and hardened concrete; Embodied carbon of concrete; Sustainability; RICE-HUSK ASH; FLY-ASH; DURABILITY; MECHANISMS; GEOPOLYMER; IMPACT;
D O I
10.1007/s11356-022-19478-3
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Concrete is widely used as a building material all over the world, and its use is increasing the demand of cement and sand in the construction industry. However, the limited resources and environmental degradation are driving scientists to develop alternative materials from vast volumes of agro-industrial wastes as a partial replacement for conventional cement. In the manufacture of concrete, cement is a major binding resource. This study looked into recycling agro-industrial wastes into cement, such as sugarcane bagasse ash (SCBA), coal bottom ash (CBA), and others, to create sustainable and environmentally friendly concrete. This study aims to see how the combined effects of agricultural by-product wastes affected the characteristics of concrete. SCBA is used to replace fine aggregate (FA) ranging from 0 to 40% by weight of FA, while CBA is used to replace cement content ranging from 0 to 20% by weight of the total binder. In this case, a total of 204 concrete samples (cubes and cylinders) are made using a mixed proportion of 1:1.5:3 and a water-cement ratio of 0.54. Workability, density, water absorption, and mechanical characteristics in terms of compressive and splitting tensile strengths were examined in this study. In addition, for each mix percentage, the total embodied carbon was determined. Workability, density, and water absorption were found to be considerably decreased when CBA and SCBA concentration increased. Due to the pozzolanic nature of CBA and SCBA, an increase in compressive and splitting tensile strengths were seen for specific concrete mixtures, and further addition of CBA and SCBA, the decrease in strength. The embodied carbon of SCBA has augmented the total embodied carbon of concrete, though it can be seen that C15S40, which comprises of 15% CBA and 40% SCBA, is the optimum mix that attained tensile and compressive strength by 3.05 MPa and 28.75 MPa correspondingly, with a 4% reduction in total embodied carbon.
引用
收藏
页码:52399 / 52411
页数:13
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