New Generation Waste Material As Sustainable Ingredient In Concrete: An Experimental Approach

被引:0
|
作者
Hinge, P. K. [1 ,2 ]
Shende, T. G. [3 ]
Agrawal, Dhiraj [1 ]
Nandurkar, Bhupesh [1 ]
Bhagat, Ashish [4 ]
Patil, Uday Singh [1 ]
Kalamkar, Sanket Gajanan [1 ]
机构
[1] Yeshwantrao Chavan Coll Engn, Dept Civil Engn, Nagpur, Maharastra, India
[2] Raisoni Amravati Univ, Sch Engn & Technol, Dept Civil Engn, Amravati 444701, India
[3] GH Raisoni Univ, Raisoni Ctr Res & Innovat, Dept Civil Engn, Amravati, Maharastra, India
[4] Datta Meghe Inst Med Sci, Jawaharlal Nehru Med Coll, Res, Nagpur, Maharashtra, India
关键词
E-waste; concrete; flexural strength; tensile strength; compressive strength;
D O I
暂无
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
E-waste, including devices like phones and computers, poses serious environmental risks. To mitigate these, the construction industry is exploring e-waste as a material to enhance concrete strength and durability. Hence, the present study assesses the performance of M40-grade high-strength concrete by replacing coarse aggregates with 0% to 30% e-waste plastics at various intervals. As the e-waste replacement increased, fresh concrete's workability decreased gradually. The mix containing 30% ewaste experienced the largest reduction in slump value, showing a 10% reduction compared to the control mix. Compressive strength at 28 days declined with increased e-waste content, with the most desirable results observed in mixes containing up to 15% e-waste, which is the recommended substitution level for satisfactory strength. Flexural and tensile strength tests revealed similar trends, with a decline beyond 10-15% e-waste substitution. Throughout the research, a 15% e-waste substitution consistently yielded positive outcomes across all concrete grades, enhancing workability, strength, and resistance to acid attack while controlling water absorption.
引用
收藏
页码:S141 / S156
页数:16
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