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Non Destructive Studies on Engineered Cementitious Composites Using Microsilica & Polypropylene Fibre
K.B Shoba1, P. Asha2

1K.B. Shoba, Research Scholar, Department of Civil Engineering, St. Peter’s Institute of Higher Education and Research, Avadi, Chennai (Tamil Nadu), India.
2Dr. P. Asha, Professor, Department of Civil Engineering, St. Peter’s Institute of Higher Education and Research, Avadi, Chennai (Tamil Nadu), India.
Manuscript received on 13 July 2019 | Revised Manuscript received on 09 August 2019 | Manuscript Published on 29 August 2019 | PP: 21-24 | Volume-8 Issue-2S5 July 2019 | Retrieval Number: B10040682S519/2019©BEIESP | DOI: 10.35940/ijrte.B1004.0782S519
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: This study focuses on assessing the durability property of engineered cementitious composites using Ultrasonic pulse velocity method (direct and semi direct) to compute the compressive strength. Even the effect of mineral admixture on the mortar properties for different curing regimes shall be determined using this method. Mortar specimens containing microsilica in different percentages ranging from 5% to 25%, replacing portland cement by weight and adding polypropylene fibres ranging from 0.5% to 2% are chosen for evaluation. 20% of microsilica and 2% of polypropylene fibres induced to increase the range of UPV from 3463 m/s to 3505 m/s for 7 and 28 day curing regimes and also the compressive strength significantly improved for the above constituent. However there was a marginal decrease in the compressive strength and UPV outcomes when cement is replaced by microsilica greater than 20%. A relationship had been framed between ultrasound pulse velocity and compressive strength.
Keywords: Durability, Engineered Cementitious Composites, Ultrasonic Pulse Velocity, Microsilica.
Scope of the Article: Composite Materials