Normal view MARC view ISBD view

Modelling of mixtures using taguchi method to identify properties of self-curing high strength concrete

By: Suryawanshi, Nagesh T.
Contributor(s): Takare, Sunil B.
Publisher: Mumbai NICMAR 2022Edition: Vol.37(1), Jan-Mar.Description: 5-18p.Subject(s): Civil EngineeringOnline resources: Click here In: NICMAR Journal of construction managementSummary: The conventional curing methods were found superficial and hence ineffective in case of high strength concrete. Super absorbent polymers are the new materials which could be effective for the internal curing of High Strength Concrete mixes (HSC). However, the self-curing of HSC produced using high reactive metakaolin has not yet been examined adequately. Hence, the purpose of this study is to investigate the mechanical properties of Metakaolin based high strength concrete in combination with Super Absorbent Polymer (SAP). In this study, the Taguchi experiment method is used to achieve the best possible combination of factors. The design of the experiment was prepared by determining control factors. The specimens like cubes, cylinders and beams were cast considering all combinations and cured under different curing conditions for a period of 28 days. Specimens were tested under the universal testing machine and the results obtained showed about 50-55% increase in compressive strength of the selfcuring mix than the conventional non self-curing mix. The obtained strength of the selfcuring concrete nearly equals the strength of moist-cured concrete. Hence, the study suggests that the Taguchi technique is the most appropriate method of mix optimisation and it certainly reduces the time and cost of experimentation. The multi-regression analysis also proposes equations which offer predicted values of all the mechanical properties. These values strongly correlate with the values found experimentally.
Tags from this library: No tags from this library for this title. Log in to add tags.
    average rating: 0.0 (0 votes)
Item type Current location Call number Status Date due Barcode Item holds
Articles Abstract Database Articles Abstract Database School of Engineering & Technology (PG)
Archieval Section
Not for loan 2022-1553
Total holds: 0

The conventional curing methods were found superficial and hence ineffective in case of high strength concrete. Super absorbent polymers are the new materials which could be effective for the internal curing of High Strength Concrete mixes (HSC). However, the self-curing of HSC produced using high reactive metakaolin has not yet been examined adequately. Hence, the purpose of this study is to investigate the mechanical properties of Metakaolin based high strength concrete in combination with Super Absorbent Polymer (SAP). In this study, the Taguchi experiment method is used to achieve the best possible combination of factors. The design of the experiment was prepared by determining control factors. The specimens like cubes, cylinders and beams were cast considering all combinations and cured under different curing conditions for a period of 28 days. Specimens were tested under the universal testing machine and the results obtained showed about 50-55% increase in compressive strength of the selfcuring mix than the conventional non self-curing mix. The obtained strength of the selfcuring concrete nearly equals the strength of moist-cured concrete. Hence, the study suggests that the Taguchi technique is the most appropriate method of mix optimisation and it certainly reduces the time and cost of experimentation. The multi-regression analysis also proposes equations which offer predicted values of all the mechanical properties. These values strongly correlate with the values found experimentally.

There are no comments for this item.

Log in to your account to post a comment.

Click on an image to view it in the image viewer

Unique Visitors hit counter Total Page Views free counter
Implemented and Maintained by AIKTC-KRRC (Central Library).
For any Suggestions/Query Contact to library or Email: librarian@aiktc.ac.in | Ph:+91 22 27481247
Website/OPAC best viewed in Mozilla Browser in 1366X768 Resolution.

Powered by Koha