Engineering properties of slag cement / (Record no. 2614)

MARC details
000 -LEADER
fixed length control field 02373nam a2200253 a 4500
001 - CONTROL NUMBER
control field vtls000029954
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251114204454.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 080704t2007 my f m 000 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0002482(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905271542
Level of effort used to assign nonsubject heading access points shamsul
Level of effort used to assign subject headings 201204161545
Level of effort used to assign classification ida
Level of effort used to assign subject headings 201107132240
Level of effort used to assign classification VLOAD
Level of effort used to assign subject headings 200908141456
Level of effort used to assign classification VLOAD
-- 200807041103
-- kam
040 ## - CATALOGING SOURCE
Original cataloging agency UMP
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) TA435 .H36 2007 rs Thesis
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Hanizar Othman
245 10 - TITLE STATEMENT
Title Engineering properties of slag cement /
Statement of responsibility, etc. Hanizar Binti Othman
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2007
300 ## - PHYSICAL DESCRIPTION
Extent 68 p. :
Other physical details ill. (some col.) ;
Dimensions 30 cm.
502 ## - DISSERTATION NOTE
Dissertation note Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007
520 3# - SUMMARY, ETC.
Summary, etc. This study is to investigate the engineering properties of slag cement as partial replacement material at 50% and 60% of binder content. The slag cement is also known as ground granulated blast furnace slag (GGBS). The field of studies covers important parameters in determining the engineering properties such as compressive and flexural strength and drying shrinkage. A total of 54 cubes (70 x 70 x 70 mm) and 54 prisms (l00 x 100 x 500 mm) were prepared in three groups according to different binder content and the samples were cured under two curing conditions which were air and water curing for 7, 14 and 28 days before testing. Three types of mixtures were prepared based on the level of replacement of 50%, 60% and 0% as the control mixture. The water to cement ratio of 0.5 and cement: aggregates ratio of 1:3 were applied to all mixtures with the aggregates size are within the range of 1.18 mm to 2.36 mm. The result showed that the GGBS mixtures achieved higher compressive and flexural strength than OPC mixture for water curing condition but lower strength for air curing condition. The 60% GGBS mixture shows highest drying shrinkage strain compared to other mixture in both curing condition. Through the observation, the GGBS showed lower early strength gain but a satisfying improvement of strength as the time increased. The study demonstrated that better engineering properties of slag cement can be achieved with proper curing condition. -Author
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Slag cement
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Cement
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Building materials
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   TA435 .H36 2007 rs Thesis 0000030334 04/09/2019 1 04/09/2019 Final Year Report

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