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Experimental Study to Develop The Fiber Reinforced Self Compacted Concrete Containing Pet Fibers (ME.Thesis) (Record no. 67315)

MARC details
000 -LEADER
fixed length control field 02479nam a22001457a 4500
100 ## - MAIN ENTRY--AUTHOR NAME
Personal name Seengar Ali Mehrani
-- 16MCEM10
-- Supervisor - Prof. Dr Noor Ahmed Memon
245 ## - TITLE STATEMENT
Title Experimental Study to Develop The Fiber Reinforced Self Compacted Concrete Containing Pet Fibers (ME.Thesis)
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication Nawabshah
Name of publisher QUEST
Year of publication 2021
300 ## - PHYSICAL DESCRIPTION
Number of Pages 41p.
500 ## - GENERAL NOTE
General note <br/><br/><br/>ABSTRACT<br/><br/>It has been widely accepted that in concrete industry different techn iq ue have been adopted for the best performance of concrete and these techniques are widely y used in modern period of the construction industry. considerable research has been carried out to reduce the burden over the concrete for being most abundant building material used, for this several types of concrete have been introduced depending upon their qualities and usage. self-compacting concrete is one of the types of the concrete. This type of concrete settles/ compacts in the formwork under its self-weight without<br/>compaction effort. It is able to fill reinforcement spaces and voids. Furthermore, it is added that by adopting various techniques in sec many by products such as various minerals, industrial and agricultural by-products/minerals have been used in order to<br/>reduce the cost also. In order to address the brittle behaviour of concrete, fibers are used. this experimental study is also based on to investigate the use of Beverage Bottles as a fibre in SCC. In this study fibres of 3mm to 5mm width and 25mm and 12mm length have been utilized by cutting the soft drink bottles as 0.1%, .0.2%, 0.3%, 0.4% and 0.5% of Β·the concrete. the fresh and hardened parameters of Conventional SCC and Fibre Reinforced SCC were analyzed during this study. In fresh parameters (slump flow test, slump flow time Tsocm, V-funnel, J-Ring and LΒ­ Box tests were perform ed. In hardened state Compressive strength and tensile strength were checked at 28 days curing and also other parameter of unit weight was also checked. The results showed that all the fresh properties are within the range of standard valued of SCC as per EFNARC 2002 and the hardened properties are enhanced.<br/>Keywords: Nominal Concrete, FRSCC, Tensile strength, Compressive trength. Fresh and Hardened Properties.<br/>
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical Term Master of Engineering in Construction Engineering and Management
-- Concrete Containing Pet Fibers
700 ## - ADDED ENTRY--PERSONAL NAME
Personal name Department of Civil Engineering
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier https://tinyurl.com/3zs9r62b
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type Thesis and Dissertation
Holdings
Withdrawn status Lost status Home library Current library Date acquired Accession Number Koha item type
    Research Section Research Section 13/09/2021 MP/68-879 Thesis and Dissertation
    Research Section Research Section 30/10/2023 MP/73-977 Thesis and Dissertation

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