Performance and sustainability assessment of ultra-high-performance concrete incorporating scms and steel fibers (Record no. 23454)

MARC details
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fixed length control field a
003 - CONTROL NUMBER IDENTIFIER
control field OSt
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250930143106.0
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fixed length control field 250930b xxu||||| |||| 00| 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency AIKTC-KRRC
Transcribing agency AIKTC-KRRC
100 ## - MAIN ENTRY--PERSONAL NAME
9 (RLIN) 27263
Author Shah, Keyur
245 ## - TITLE STATEMENT
Title Performance and sustainability assessment of ultra-high-performance concrete incorporating scms and steel fibers
250 ## - EDITION STATEMENT
Volume, Issue number Vol.99(7), Jul
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Thane
Name of publisher, distributor, etc. ACC LTD
Year 2024
300 ## - PHYSICAL DESCRIPTION
Pagination 30-36p.
520 ## - SUMMARY, ETC.
Summary, etc. The increasing demand for sustainable infrastructure, coupled with the need for materials that can withstand aggressive environments, has driven researchers to develop highperformance concrete with reduced carbon emissions and enhanced durability. This study is undertaken to address these challenges by exploring the mechanical performance, workability, microstructural behavior, and environmental impact of ultra high-performance concrete (UHPC) incorporating supplementary cementitious materials (SCMs) such as fly ash, ground granulated blast furnace slag (GGBFS), and microfine particles. Six UHPC trial mixes (TM01–TM06) were developed with a fixed water-to-binder ratio of 0.2 and evaluated through compressive, split tensile, and flexural strength tests at 7, 28, and 56 days. TM04, which included steel fibers, achieved the highest mechanical performance, showing a 25 % increase in compressive strength and a 20-30 % improvement in tensile and flexural strength compared to fiber-free mixes. Workability was assessed using slump flow tests, where TM01 and TM02 showed better flow retention (~5 % loss), while TM06 experienced a 9 % drop due to the presence of steel fibers. SEM analysis confirmed that TM04 exhibited a denser microstructure with uniformly distributed N-A-S-H and C-AS-H gels and reduced porosity, while TM01 showed scattered gel formations and micro-voids. In terms of environmental impact, TM04 and TM05 containing higher SCM content with 40 % cement reduction achieved up to 35 % lower carbon emissions compared to TM01. Life cycle assessment (LCA) results also showed that TM03 achieved an 18 % reduction in embodied CO2 emissions (E-CO2). These findings highlight the potential of SCM- and fiber-enhanced UHPC mixes to deliver high strength, improved durability, and reduced environmental footprint, making them suitable for modern, sustainable construction applications.
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) 27264
Co-Author Modhera, C. D.
773 0# - HOST ITEM ENTRY
Place, publisher, and date of publication Thane ACC Limited
International Standard Serial Number 0019-4565
Title Indian Concrete Journal - ICJ
856 ## - ELECTRONIC LOCATION AND ACCESS
URL https://www.icjonline.com/editionabstract_detail/072025
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 30/09/2025   2025-1493 30/09/2025 30/09/2025 Articles Abstract Database
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