Influence of high volume fly ash and nanosilica on particle packing of concrete (Record no. 9611)

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 20191007110652.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 191007b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 9736
Author Shashikumar C. S.
245 ## - TITLE STATEMENT
Title Influence of high volume fly ash and nanosilica on particle packing of concrete
250 ## - EDITION STATEMENT
Volume, Issue number Vol.93(06), June
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Thane
Name of publisher, distributor, etc. ACC LTD
Year 2019
300 ## - PHYSICAL DESCRIPTION
Pagination 37-44p.
520 ## - SUMMARY, ETC.
Summary, etc. The presence of high workability, durability and strength, are what qualifies concrete to be termed as high performance concrete. The rising need for high performance concrete in the construction industry, globally, has necessitated the exploration of different means to enhance concrete to this level of optimum performance. Durability can be improved through the use of supplementary cementitious materials. High volume fly ash (HVFA) is known to improve the durability of high strength concrete and Nanosilica (NS) efficiently improves the strength. This paper studies the efficiency of HVFA and NS in reducing the voids in concrete and this is ascertained through the means of a wet packing density test. The two part test involved determining the optimum packing density (PD) of concrete containing cement content from 13% to 21% at 2% intervals along with varying w/c ratios, in the first part. The second part involved replacing the cement content for a particular w/c ratio which produced maximum reduction in void ratio with 50% fly ash by weight. The HVFA concrete was also introduced with NS in varying percentages from 1% to 4% at an interval of 1% by weight of cementitious material. The test indicates a positive outcome in terms of reduction in voids by high volume fly ash and NS to a large extent.
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) 9737
Co-Author Keshavamurthy M.
773 0# - HOST ITEM ENTRY
Place, publisher, and date of publication Thane ACC Limited
Record control number icj
Title Indian Concrete Journal
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://www.icjonline.com/editionabstract_detail/062019
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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    Dewey Decimal Classification     School of Engineering & Technology (PG) School of Engineering & Technology (PG) Archieval Section 07/10/2019   2019790 07/10/2019 07/10/2019 Articles Abstract Database
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