Optimization of metakaolin in concrete (Record no. 5383)

000 -LEADER
fixed length control field nam a22 7a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20181011090738.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 181010b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Transcribing agency AIKTC-KRRC
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER
Edition number DDC23
Classification number 624.072
Item number MAG/YAD
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 4707
Personal name Magar Rajendra B.
Relator term Guide
245 ## - TITLE STATEMENT
Title Optimization of metakaolin in concrete
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. New Panvel
Name of publisher, distributor, etc.
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent 71p.
Other physical details | Binding- Hard Bound |
520 ## - SUMMARY, ETC.
Summary, etc. In present era the development of a nation is symbolized by presence of its infrastructure. There
is a huge demand for sustainable development of infrastructure in developing as well as in
developed countries. Concrete which is the most versatile and used construction material on
earth. Cement as one of the most important ingredients of concrete has limited raw material
resources. Use of only cement as a binding material not only imposes limitation on compressive
strength of concrete but also leads to excessive heat of hydration, increases potential chloride
attacks, adds to cost, reduces durability of concrete and structure as a whole. The use of Portland
cement (PC) in concrete has significant greenhouse gas (GHG) implications, where the
manufacture of each tonne of PC generates approximately 0.9 tonnes of CO2 emissions. Along
with the reduction of green house gases generation by concrete, many mechanical and physical
properties of concrete can be improved by partial replacement of PC with supplementary
cementing materials (SCM). Typical SCMs include fly ash, ground granulated blast furnace
slag, Silica fume, ground limestone, natural pozzolans and metakaolin. Sometimes agricultural
wastes such as rice husk ash, wheat straw ash and bagasse ash which are pozzolanic in nature
are also used. Metakaolin is a calcined product of the clay mineral kaolinite. The experimental
work carried out by replacing cementitious material with Metakaolin by 5, 10, 15 and 20
percent. The observations and behaviour of concrete mix is recorded at every stage. Important
changes were noticed in workability and compressive strength of concrete at various stages (3,
7, 28 and 56 days).The results are very encouraging for using metakaolin in concrete for higher
gain of strength (early age strength as well as final strength) and durability. From experiments it
is clear that optimization of metakaolin produces better results in concrete.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 4690
Topical term or geographic name entry element Construction Engineering and Management (CEM)
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 4708
Topical term or geographic name entry element Thesis And Dissertation
700 ## - ADDED ENTRY--PERSONAL NAME
9 (RLIN) 4713
Personal name Yadav, Ashok Kumar (14CEM18)
Relator term Research Scholar
856 ## - ELECTRONIC LOCATION AND ACCESS
Host name IR@AIKTC
Uniform Resource Identifier http://www.aiktcdspace.org:8080/jspui/handle/123456789/2058
Public note Click to access e-version
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme
Koha item type Thesis & Dissertation
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Collection code Permanent Location Current Location Shelving location Date acquired Full call number Barcode Date last seen Price effective from Koha item type
        Not For Loan Reference School of Engineering & Technology (PG) School of Engineering & Technology (PG) Archieval Section 2017-07-22 624.072 MAG/YAD TE005 2019-06-10 2018-10-10 Thesis & Dissertation
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