Experimental investigation on internally cured concrete

dc.contributor.authorSiddiqui, Mohammed Junaid
dc.contributor.authorBhadki, Safwan Mohd.Hanif (11CE10)en_US
dc.contributor.authorBodale, Ahamad Mahd. Ashraf (13CE66)en_US
dc.contributor.authorSayyad, KaleemSaleem (13CE65)en_US
dc.contributor.authorUlde, Nuh Naeem (11CE60)en_US
dc.date.accessioned2016-05-09T17:05:40Z
dc.date.available2016-05-09T17:05:40Z
dc.date.issued2016-05
dc.descriptionSubmitted in partial fulfillment of the requirements For the degree of Bachelor of Engineering.en_US
dc.description.abstractAs water is becoming a scarce material day-by-day, there is an urgent need to do research work pertaining to saving of water in making concrete and in constructions. Curing of concrete is maintaining satisfactory moisture content in concrete during its early stages in order to develop the desired properties. However, good curing is not always practical in many cases. Curing of concrete plays a major role in developing the concrete microstructure and pore structure and hence improves its durability and performance. Keeping importance to this, an attempt has been made to develop internal-curing concrete by using Poly Ethylene Glycol (PEG-400). In this experimental investigation the strength characteristics of Normal Strength Concrete and high strength concrete, cast with the self-curing agent PEG-400 have been studied and compared with the corresponding conventionally cured concrete. IS method of mix design was adopted, for the normal strength internal curing concrete of grade M20 and for M50 grade of concrete is design on trial and error basis. For producing internal-curing concrete trial dosage of 1%, 2% and 3% of PEG-400 by weight of cement was used and tested. It was observed that after implementation of new technique the water consumption for curing was significantly reduced by 100%.en_US
dc.identifier.urihttp://www.aiktcdspace.org:8080/jspui/handle/123456789/1550
dc.language.isoen_USen_US
dc.publisherAIKTCen_US
dc.subjectProject Report - CEen_US
dc.titleExperimental investigation on internally cured concreteen_US
dc.typeProject Reporten_US
Files
Original bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
PE0090.pdf
Size:
2.16 MB
Format:
Adobe Portable Document Format
License bundle
Now showing 1 - 1 of 1
No Thumbnail Available
Name:
license.txt
Size:
1.62 KB
Format:
Item-specific license agreed upon to submission
Description: