Study on Mechanical Properties of Concrete Using Plastic Waste as an Aggregate

International Conference on Civil Engineering and Infrastructural Issues in Emerging Economies 2017

土木建筑工程;经济学

Jaivignesh, B.^1 ; Sofi, A.^1

School of Civil and Chemical Engineering, VIT University, Vellore

632014, India^1

关键词: Biodegradable plastics;    Coarse aggregates;    Concrete strength;    Conventional concrete;    Natural aggregate;    Plastic aggregate;    Properties of concretes;    Split tensile strengths;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/80/1/012016/pdf
DOI  :  10.1088/1755-1315/80/1/012016

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

Disposal of large quantity of plastic causes land, water and air pollution etc.., so a study is conducted to recycle the plastic in concrete. This work investigates about the replacement of natural aggregate with non-biodegradable plastic aggregate made up of mixed plastic waste in concrete. Several tests are conducted such as compressive strength of cube, split tensile strength of cylinder, flexural strength test of prism to identify the properties and behavior of concrete using plastic aggregate. Replacement of fine aggregate weight by 10%, 15%, 20% with Plastic fine (PF) aggregate and for each replacement of fine aggregate 15%, 20%, 25% of coarse aggregate replacement also conducted with Plastic Coarse(PC) aggregate. In literatures reported that the addition of plastic aggregate in concrete causes the reduction of strength in concrete due to poor bonding between concrete and plastic aggregate, so addition of 0.3% of steel fiber by weight of cement in concrete is done to improve the concrete strength. Totally 60 cubes, 60 cylinders and 40 prisms are casted to identify the compressive strength, split tensile strength and flexural strength respectively. Casted specimens are tested at 7 and 28 days. The identified results from concrete using plastic aggregate are compared with conventional concrete. Result shows that reduction in mechanical properties of plastic aggregate added concrete. This reduction in strength is mainly due to poor bond strength between cement and plastic aggregate.