📞 +91-7667918914 | ✉️ iarjset@gmail.com
International Advanced Research Journal in Science, Engineering and Technology
International Advanced Research Journal in Science, Engineering and Technology A Monthly Peer-Reviewed Multidisciplinary Journal
ISSN Online 2393-8021ISSN Print 2394-1588Since 2014
IARJSET aligns to the suggestive parameters by the latest University Grants Commission (UGC) for peer-reviewed journals, committed to promoting research excellence, ethical publishing practices, and a global scholarly impact.
← Back to VOLUME 9, ISSUE 7, JULY 2022

Effect of Halloysite Nano-clay on mechanical properties and workability of cement concrete

Anusha SB, Sagar S Jirli, Chethan Kumar S, Dr.N.S.Kumar

👁 1 view📥 0 downloads
Share: 𝕏 f in

Abstract: This paper investigates the effects of Halloysite Nano-clay on the compression and splits tensile strength of concrete. The cubes of size 10cm*10cm and cylinders specimens of size 10cm diameter and 20cm length are cast to test for compression and split tensile strength respectively and compared with the control specimens. The HNCs added to the specimens as a replacement for cement in the dosage of 0.5%, 0.75%, and 1wt% to cement. The slump cone test and compaction factor tests were carried out to check the effect of HNCs on the workability of concrete. The increment in the cement substitution by HNC caused decreasing the workability of concrete. It showed a 28.5% reduction of workability with 1% replacement as compared to plain concrete in the slump cone test. The optimum dosage of HNC for the compression strength is 0.75% and 0.5% for the splitting tensile strength.

Keywords: Halloysite Nano-clay, Workability, Compression strength, Split tensile strength

How to Cite:

[1] Anusha SB, Sagar S Jirli, Chethan Kumar S, Dr.N.S.Kumar, “Effect of Halloysite Nano-clay on mechanical properties and workability of cement concrete,” International Advanced Research Journal in Science, Engineering and Technology (IARJSET), DOI: 10.17148/IARJSET.2022.9744

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