Fly ash concrete-a step forward in sustainable construction of nuclear power plant (Record no. 17992)

MARC details
000 -LEADER
fixed length control field a
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20221102095344.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 221102b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 10612
Author Kulkarni, S. B.
245 ## - TITLE STATEMENT
Title Fly ash concrete-a step forward in sustainable construction of nuclear power plant
250 ## - EDITION STATEMENT
Volume, Issue number Vol.96(5), May
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Thane
Name of publisher, distributor, etc. ACC LTD
Year 2022
300 ## - PHYSICAL DESCRIPTION
Pagination 6-16p.
520 ## - SUMMARY, ETC.
Summary, etc. The recent growth in the construction industry puts India at risk of increasing carbon emission and depletion of natural resources. Additional industrial by-products such as fly ash which is generated in thermal power plants increasing the greenhouse gas (GHG). The utilisation of such industrial byproducts supports the sustainable development of the construction industry and fly ash found to be the best partial replacement for ordinary portland cement (OPC). This paper presents a case study on the development and use of fly ash concrete at Kakrapar Atomic Power Plant-Unit 3 and 4 (KAPP 3 and 4). This manuscript enumerates the various aspects of testing and use of fly ash to produce fly ash concrete, which includes characterisation, source qualification, material testing methods, proportioning of concrete mix, direct blending and determination of hardened concrete properties at 40 and 50 % of cement replacement level. Benefits of fly ash concrete were experienced in both fresh and hardened states of concrete during the construction process, which include reduction in water requirement and fine aggregate content, improved workability, cohesiveness, pumping over long distance/heights, and concrete-ability at congested rebars and embedded parts. Though the rate of strength gain is low at early ages, there is considerable increase in strength at 56 days. The split tensile strength and modulus of elasticity follows the same trend as that of the compressive strength. Also, the rapid chlorideion penetration test (RCPT) values indicate the reduction in permeability of concrete leading to enhanced durability of fly ash concrete.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
9 (RLIN) 4621
Topical term or geographic name entry element Civil Engineering
700 ## - ADDED ENTRY--PERSONAL NAME
9 (RLIN) 18758
Co-Author Bhat, S. N.
773 0# - HOST ITEM ENTRY
Title Indian Concrete Journal - ICJ
International Standard Serial Number 0019-4565
Place, publisher, and date of publication Thane ACC Limited
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://icjonline.com/editionabstract_detail/052022
Link text Click here
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Articles Abstract Database
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Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Home library Current library Shelving location Date acquired Total Checkouts Barcode Date last seen Price effective from Koha item type
    Dewey Decimal Classification     School of Engineering & Technology (PG) School of Engineering & Technology (PG) Archieval Section 02/11/2022   2022-1970 02/11/2022 02/11/2022 Articles Abstract Database
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