<?xml version="1.0" encoding="UTF-8"?>
<mods xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://www.loc.gov/mods/v3" version="3.1" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-1.xsd">
  <titleInfo>
    <title>Evaluation on performance of bottom ash concrete</title>
  </titleInfo>
  <name type="personal">
    <namePart>Muhammad Fahmi Muda</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <typeOfResource manuscript="yes">text</typeOfResource>
  <genre authority="marc">abstract or summary</genre>
  <originInfo>
    <place>
      <placeTerm type="code" authority="marccountry">my</placeTerm>
    </place>
    <place>
      <placeTerm type="text">Kuantan, Pahang</placeTerm>
    </place>
    <publisher>UMP</publisher>
    <dateIssued>2016</dateIssued>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <extent>x, 75 p. : ill. (some col.) ; 30 cm. + 1 CD ROM</extent>
  </physicalDescription>
  <abstract>Technology in concrete has been developing in many ways to enhance the quality and properties of concrete. One of the technological advances in improving the quality of concrete is by using self compacting concrete (SCC). This research was carried out to establish the properties and flexural  behaviour of SCC using bottom ash (BHA) mix design of constant water-cement ratio. The main objective of this study os to find the suitable concrete composition which can be categorized as SCC that using BHA as fine replacement material together. There are five composition of mixes were prepared and laboratory test was carried out to investigate the properties of fresh SCC and the strength development of hardened SCC. A total of 48 concrete cube specimens 100 mm x 100 mm x 100 mm were prepared for compression test at 7 and 28 days. This composition increased the performance of hardened concrete while benefit in the environment by using the recycle able ,aterial in concrete mixture.</abstract>
  <targetAudience authority="marctarget">specialized</targetAudience>
  <note type="statement of responsibility">Muhammad Fahmi Muda</note>
  <note>Faculty of Civil Engineering and Earth Resources</note>
  <note>Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016</note>
  <note>Bibliography : p. 61-63</note>
  <subject authority="lcsh">
    <name type="corporate">
      <namePart>Faculty of Civil Engineering and Earth Resources</namePart>
    </name>
    <topic>Dissertations</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Universities and Colleges</topic>
    <topic>Dissertations</topic>
  </subject>
  <subject authority="lcsh">
    <topic>Theses</topic>
  </subject>
  <identifier type="isbn">THE0007960(Local)</identifier>
  <identifier type="uri">http://ecollib.ump.edu.my/id/eprint/25680</identifier>
  <location>
    <url>http://ecollib.ump.edu.my/id/eprint/25680</url>
  </location>
  <recordInfo>
    <recordContentSource authority="marcorg">UMP</recordContentSource>
    <recordCreationDate encoding="marc">160411</recordCreationDate>
    <recordChangeDate encoding="iso8601">20251117113435.0</recordChangeDate>
    <recordIdentifier source="KUKTEM">vtls000094396</recordIdentifier>
  </recordInfo>
</mods>
