Investigate the utilization of seashells as a partial replacement of coarse aggregate in RCC concrete beams

Investigate the utilization of seashells as a partial replacement of coarse aggregate in RCC concrete beams
Author(s):
Akisha A, V Monisha
Keywords:
Coarse aggregate, Compressive strength, Flexural strength, RCC concrete beams, Seashell.
Abstract
In recent years, the construction industry has been challenged by an increasing demand for sustainable materials. This study explores the potential of using seashells as a partial replacement for coarse aggregate in concrete beams. Seashells are abundant and often considered waste material, making them a promising candidate for sustainable construction practices. The research involved the creation of concrete beam samples with varying percentages of seashell aggregate, ranging from 0% to 50%. Each sample was tested for compressive strength, flexural strength, and durability. Preliminary results indicate that concrete beams with up to 30% seashell aggregate maintain structural integrity comparable to traditional concrete, while also offering unique aesthetic qualities. However, samples with higher percentages of seashell aggregate showed a decrease in strength, suggesting an optimal balance must be found. This study contributes to the growing body of research on sustainable construction materials and offers a promising direction future exploration.
Article Details
Unique Paper ID: 163037 Publication Volume & Issue: Volume 0, Issue no Page(s): 325 - 329
Article Preview & Download

Share This Article

NCSEM 2024

National Conference on Sustainable Engineering and Management - 2024

Last Date: 15th March 2024

IJIRT.org enables door in research by providing high quality research articles in open access market.

Send us any query related to your research on editor@ijirt.org