<?xml version="1.0" encoding="UTF-8"?>
<record
    xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"
    xsi:schemaLocation="http://www.loc.gov/MARC21/slim http://www.loc.gov/standards/marcxml/schema/MARC21slim.xsd"
    xmlns="http://www.loc.gov/MARC21/slim">

  <leader>02309ntm a2200289 a 4500</leader>
  <controlfield tag="001">vtls000092112</controlfield>
  <controlfield tag="003">KUKTEM</controlfield>
  <controlfield tag="005">20251117113312.0</controlfield>
  <controlfield tag="008">151118t2015    my da  f abm  000 0 eng d</controlfield>
  <datafield tag="020" ind1=" " ind2=" ">
    <subfield code="a">THE0000664(Local)</subfield>
  </datafield>
  <datafield tag="039" ind1=" " ind2="9">
    <subfield code="a">201905161612</subfield>
    <subfield code="b">nazirah</subfield>
    <subfield code="c">201711301426</subfield>
    <subfield code="d">fateeha</subfield>
    <subfield code="y">201511181251</subfield>
    <subfield code="z">asma</subfield>
  </datafield>
  <datafield tag="040" ind1=" " ind2=" ">
    <subfield code="a">UMP</subfield>
  </datafield>
  <datafield tag="090" ind1=" " ind2=" ">
    <subfield code="a">FKASA .R67 2015 r Bc.</subfield>
  </datafield>
  <datafield tag="100" ind1="0" ind2=" ">
    <subfield code="a">Rosnani Deraman</subfield>
  </datafield>
  <datafield tag="245" ind1="1" ind2="0">
    <subfield code="a">Usage of foamed lightweight concrete arch tile as permanent formwork for upper floor slab /</subfield>
    <subfield code="c">Rosnani Deraman</subfield>
  </datafield>
  <datafield tag="260" ind1=" " ind2=" ">
    <subfield code="a">Kuantan, Pahang :</subfield>
    <subfield code="b">UMP,</subfield>
    <subfield code="c">2015</subfield>
  </datafield>
  <datafield tag="300" ind1=" " ind2=" ">
    <subfield code="a">xiii, 60 p. :</subfield>
    <subfield code="b">ill. (some col.) ;</subfield>
    <subfield code="c">30 cm. +</subfield>
    <subfield code="e">1 CD ROM</subfield>
  </datafield>
  <datafield tag="500" ind1=" " ind2=" ">
    <subfield code="a">Faculty of Civil Engineering and Earth Resources</subfield>
  </datafield>
  <datafield tag="502" ind1=" " ind2=" ">
    <subfield code="a">Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang &#x2013; 2015</subfield>
  </datafield>
  <datafield tag="504" ind1=" " ind2=" ">
    <subfield code="a">Bibliography : p. 54-55</subfield>
  </datafield>
  <datafield tag="520" ind1="3" ind2=" ">
    <subfield code="a">In Malaysia nowadays, the method of construction in our country is left behind compared to other countries. The contractors and developers are still struggling in catching up with the current rate of development where the type of construction which is conventional method is still being used. Although conventional method is customary practice, it has weakness that cannot deny such as material and high labour cost, especially waste material at construction site. Therefore, permanent formwork is chosen to overcome these deficiencies. Concisely, the usage of permanent formwork brings the advantages better than conventional method in terms of safety features, effectiveness of the function, lighter and productivity. Hence, this research is carried out to determine the maximum load that can carry by the arch tile where nine sets of arch tile were tested on 7,14 and 28 days. The compressive strength test also tested to the cube. Based on the testing, it shows that the 75mm of arch tile height resist the maximum load until cracking and the compressive strength is increase parallel with time</subfield>
  </datafield>
  <datafield tag="610" ind1="2" ind2="0">
    <subfield code="a">Faculty of Civil Engineering and Earth Resources</subfield>
    <subfield code="x">Dissertations</subfield>
  </datafield>
  <datafield tag="650" ind1=" " ind2="0">
    <subfield code="a">Universities and Colleges</subfield>
    <subfield code="x">Dissertations</subfield>
  </datafield>
  <datafield tag="650" ind1=" " ind2="0">
    <subfield code="a">Theses</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2="0">
    <subfield code="u">http://ecollib.ump.edu.my/id/eprint/25564</subfield>
    <subfield code="z">Access in library only</subfield>
  </datafield>
  <datafield tag="952" ind1=" " ind2=" ">
    <subfield code="0">0</subfield>
    <subfield code="1">0</subfield>
    <subfield code="4">0</subfield>
    <subfield code="7">1</subfield>
    <subfield code="a">10000</subfield>
    <subfield code="b">10000</subfield>
    <subfield code="d">2019-09-04</subfield>
    <subfield code="l">0</subfield>
    <subfield code="o">FKASA .R67 2015 r Bc.</subfield>
    <subfield code="p">0000104409</subfield>
    <subfield code="r">2019-09-04 00:00:00</subfield>
    <subfield code="t">1</subfield>
    <subfield code="w">2019-09-04</subfield>
    <subfield code="y">PSM</subfield>
  </datafield>
  <datafield tag="952" ind1=" " ind2=" ">
    <subfield code="0">0</subfield>
    <subfield code="1">0</subfield>
    <subfield code="4">0</subfield>
    <subfield code="7">1</subfield>
    <subfield code="a">10000</subfield>
    <subfield code="b">10000</subfield>
    <subfield code="d">2019-09-04</subfield>
    <subfield code="l">0</subfield>
    <subfield code="o">CD 9237 | FKASA .R67 2015 r Bc.</subfield>
    <subfield code="p">0000104410</subfield>
    <subfield code="r">2019-09-04 00:00:00</subfield>
    <subfield code="t">1</subfield>
    <subfield code="w">2019-09-04</subfield>
    <subfield code="y">PSM</subfield>
  </datafield>
  <datafield tag="999" ind1=" " ind2=" ">
    <subfield code="a">VIRTUA40</subfield>
    <subfield code="c">6380</subfield>
    <subfield code="d">6386</subfield>
  </datafield>
  <datafield tag="999" ind1=" " ind2=" ">
    <subfield code="a">VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992</subfield>
  </datafield>
</record>
