期刊名称：International Journal of Advances in Engineering and Management
电子版ISSN：2395-5252
出版年度：2021
卷号：3
期号：10
页码：788-793
DOI：10.35629/5252-0310420423
语种：English
出版社：IJAEM JOURNAL
摘要：Sustainable resources management and development have been at the forefront of important issue concerning the construction industry for the past several years. Specifically, the use of sustainable building materials and reuse waste materials is gaining importance and becoming common place in many areas. As one of the most commonly used construction materials in the world, concrete composed of natural aggregate, natural sand, cement and water, out of these raw material for concrete, cement can be manufactured in industries but natural aggregates are non renewable resources and depleting at an alarming rate, results in scarcity of good quality natural occurring aggregates (coarse and finer one). Notwithstanding this India is the second biggest maker of dirt terminated blocks, representing in excess of 10 percent of worldwide generation. India is evaluated to have in excess of 100,000 block ovens, creating around 150-200 billion blocks every year. Due to the manufacturing defects in shape of bricks, the brick specimens is discarded and considered as a waste also the broken pieces of bricks during handling and transportation are of no use in construction work and considered as waste material and are dumped as waste, causing land scarcity and environmental pollution. Using these types of waste material for concrete is a bigger step towards sustainable infrastructure development. So far, a very limited quantity of research work has been done on the application of bricks kiln dust in structural grade concrete. Hence, the present research would lead to a stronger and durable bricks kiln dust Concrete, which can be recommended for Structural applications. In the present study the hardened properties like compressive strength, split tensile strength test were carried out on Brick kiln dust concrete. The percentage of bricks kiln dust that partially and fully replaced by fine aggregates by weights were 0%, 10%, 20%, 30%, 40% and 50% with M25 Grade. Examinations were led for both Ordinary Concrete and blocks furnace clean Concrete with various rates of BKD. It is seen from the exploratory outcomes and its examination that the compressive quality of concrete, part rigidity of solid increments with expansion of low Percentage of blocks furnace tidy. The outcomes demonstrate that the ideal substitution of reused blocks oven tidy with fine totals was 30%. Up to 30% replacement, it is possible to gain the same strength as conventional concrete. Beyond 30% replacement the strength results following a decreasing trend.
