Engineering properties of slag cement / (Record no. 641)

MARC details
000 -LEADER
fixed length control field 02403nam a2200253 a 4500
001 - CONTROL NUMBER
control field vtls000029372
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251114204346.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 080610s2007 my f 001 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0002486(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905271544
Level of effort used to assign nonsubject heading access points shamsul
Level of effort used to assign subject headings 201204161543
Level of effort used to assign classification ida
Level of effort used to assign subject headings 201107132024
Level of effort used to assign classification VLOAD
Level of effort used to assign subject headings 200908141449
Level of effort used to assign classification VLOAD
-- 200806101554
-- fara
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 .M39 2007 rs Thesis
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Maziati Mohd Yusoff
245 10 - TITLE STATEMENT
Title Engineering properties of slag cement /
Statement of responsibility, etc. Maziati binti Mohd Yusoff
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 xiv, 76 p. :
Other physical details col. ill. ;
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 paper studies the effect of slag cement to the properties of mortar such compressive strength, flexural strength, workability and drying shrinkage. From the compression and flexural test, it was found that the increase in strength by time goes achieved at 70 percent replacement, even though it was still lower than control mortar. However the strength achieved for both sample was not differ too much where the strength was 13.41 MPa and 16.46 MPa in compression and 0.99 MPa and 1.21 MPa in flexural for curing in air and water respectively at 70 percent replacement while control mortar gave 20.82 MPa and 20.54 MPa compressive strength and 1.62 MPa and 1.56 MPa flexural strength for curing in water and air respectively. At aged 7 days, mortar containing 80 percent slag cement gave the highest flexural strength, 1.32 MPa but from whole results in both strength tests, the strength was reduced by the time goes. The strength achieved was only 0.69 MPa and 0.52 MPa in flexural and 5.82 MPa and 5.25 MPa in compression for water and air curing respectively. In drying shrinkage, it was found that mortar incorporating slag cement gave the greater results than control mortar but at 80 percent replacement in air curing condition, the shrinkage was obviously decrease and lower than control mortar at aged 13 days and beyond. Therefore from all of the strength achieved, it proved that the 70 percent replacement is more suitable to be used as cement partial replacement. -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 .M39 2007 rs Thesis 0000030437 04/09/2019 1 04/09/2019 Final Year Report

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