Study on the Mechanical Properties of Concrete by Using Paper Sludge Ash and Granite Powder with Glass Fiber
Portland concrete cement is made by mixing aggregate, water, and dry cement to create a mass-forming fluid that can be readily molded into the desired shape. In order to create a strong matrix that binds the components together to create a durable stone with multiple uses, cement chemically reacts with water. The paper industry produces Paper Sludge Ash (PSA) as a byproduct. It is produced during the paper manufacture or recycling process. Paper sludge ash (PSA) is the ash that is left over after the sludge is usually dried and burned. The igneous rock that makes up granite is mostly made of quartz, alkali feldspar, and plagioclase. It creates silica-and alkali metal oxide-rich lava that gradually solidifies underground. Crack width and intercrack spacing are decreased by glass fibers. We compare the strength characteristics of concrete made using replacement and ordinary concrete based on earlier studies. PSA and fine aggregates with granite powder and glass fiber are used in place of cement. The material's strength is tested on several specimens. The outcome demonstrates that, after substituting PSA for cement and granite powder for fine aggregates along with glass fiber, concrete workability is acceptable and within acceptable bounds. However, as more materials are used, workability decreases. Strength metrics including split tensile strength, flexural strength, and compressive strength all rise and reach their peak values when cement is replaced with 8.5% paper sludge ash and 16% granite powder is replaced with sand and addition 1.5% glass fiber, respectively.
Authors
- Ashish Pawar (ORCID: https://orcid.org/0000-0002-2532-7064)
Publication Details
- Journal
- International Journal for Research in Applied Science and Engineering Technology
- Published
- 2024-11-26
- DOI
- https://doi.org/10.22214/ijraset.2024.65421
- Primary Topic
- Humic Substances and Bio-Organic Studies
- Type
- article
- Field-Weighted Citation Impact
- 0.00