EXPERIMENTAL STUDY ON STRENGTH OFCONCRETEBYPARTIALREPLACEMENTOFCOARSEAGGREGATEBYLATERITESTONE

Authors

  • Pooja Nirali1, Dipali Jugadar2 Bharati Sawant3 1 Department of CivilEngineerin, Solapur University / Fabtech Technical Campus & College of Engineering ,Sangola, India 2 Department of CivilEngineerin, Solapur University / SKN College of Engineering,Pandharpur, India 3 Department of CivilEngineerin, Solapur University / SKN College of Engineering,Pandharpur, India

Abstract

Concrete is one of the most extensively used building material. Scarcity and non-available of coarseaggregate at affordable cost affected adversely on the construction industry.So using alternative material(lateritestone)forcoarse. The experiment is mainly aimed to study the structural properties of concrete mix in which coarse aggregate is partially replaced by lateritre stone. Concrete mix contains 0%, 20%,25%,30%,35%,40%, 45% and 50% of coarse aggregate replaced by laterite stone. Here it is observed that whenupto25% of coarse aggregate is substituted by laterite stone aggregate the concrete strength like compressive andsplit tensile has been boosted. Whereas the workability of concrete decreases with increase of percentage oflaterite stone as coarse aggregate. We got maximum compressive strength 42.63 N/mm2 and split tensilestrength of 11.55 N/mm2 of 25% replacement of laterite stone for M30 grade. Hence from above results we conclude that compare to conventional concrete 25% of coarse aggregate can be replaced by later it estone.

Published

2022-07-03

Issue

2022: NCRTSAE -JUNE

Section

Articles

License

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Under the Creative Commons Attribution- 4.0 International License (CC BY-4.0 DEED).

You are free to:

  1. Share — copy and redistribute the material in any medium or format for any purpose, even commercially.
  2. Adapt — remix, transform, and build upon the material for any purpose, even commercially.
  3. The licensor cannot revoke these freedoms as long as you follow the license terms.

Under the following terms:

  1. Attribution — You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.
  2. No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.

Notices:

You do not have to comply with the license for elements of the material in the public domain or where your use is permitted by an applicable exception or limitation.

No warranties are given. The license may not give you all of the permissions necessary for your intended use. For example, other rights such as publicity, privacy, or moral rights may limit how you use the material.

How to Cite

Pooja Nirali1, Dipali Jugadar2 Bharati Sawant3. (2022). EXPERIMENTAL STUDY ON STRENGTH OFCONCRETEBYPARTIALREPLACEMENTOFCOARSEAGGREGATEBYLATERITESTONE. International Journal of Innovations in Engineering Research and Technology. https://repo.ijiert.org/index.php/ijiert/article/view/3288