May 1, 2019 Thesis Open Access

BERUK DEREJE GULILAT

DataCite XML Export

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  <identifier identifierType="DOI">10.20372/nadre:1787</identifier>
  <creators>
    <creator>
      <creatorName>BERUK DEREJE GULILAT</creatorName>
    </creator>
  </creators>
  <titles>
    <title>VIABILITY OF USING FLOWABLE FILL CONCRETE FOR BACK FILL IN THE ETHIOPIAN CONSTRUCTION INDUSTRY</title>
  </titles>
  <publisher>Zenodo</publisher>
  <publicationYear>2019</publicationYear>
  <dates>
    <date dateType="Issued">2019-05-01</date>
  </dates>
  <resourceType resourceTypeGeneral="Text">Thesis</resourceType>
  <alternateIdentifiers>
    <alternateIdentifier alternateIdentifierType="url">https://nadre.ethernet.edu.et/record/1787</alternateIdentifier>
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    <relatedIdentifier relatedIdentifierType="DOI" relationType="IsVersionOf">10.20372/nadre:1786</relatedIdentifier>
    <relatedIdentifier relatedIdentifierType="URL" relationType="IsPartOf">https://nadre.ethernet.edu.et/communities/aastu</relatedIdentifier>
    <relatedIdentifier relatedIdentifierType="URL" relationType="IsPartOf">https://nadre.ethernet.edu.et/communities/zenodo</relatedIdentifier>
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  <rightsList>
    <rights rightsURI="http://www.opendefinition.org/licenses/cc-by">Creative Commons Attribution</rights>
    <rights rightsURI="info:eu-repo/semantics/openAccess">Open Access</rights>
  </rightsList>
  <descriptions>
    <description descriptionType="Abstract">&lt;p&gt;Flowable Fill Concreet, Controlled low strength material (CLSM, )is a self-compacting, flowable, low&lt;br&gt;
strength, cementitious material used primarily ask fbilal.c Flowable Fill Concret eis primarily used as&lt;br&gt;
a replacement of compacted soairlo und pipes, bridge abutmentcsu, lverts and trenches; fill for&lt;br&gt;
embankments, bedding for slabs and pipes; insulating fill; fill for caissons and piles; and fill for&lt;br&gt;
abandonde storage tanks, shafts, and tunn els.&lt;br&gt;
􀀬􀁗􀂶􀁖􀀃􀁎􀁑􀁒􀁚􀁑􀀃􀁗􀁋􀁄􀁗􀀃􀁗􀁋􀁈􀁕􀁈􀀃􀁄􀁕􀁈􀀃􀁐􀁄􀁑􀁜􀀃􀁆􀁒􀁑􀁖􀁗􀁕􀁘􀁆􀁗􀁌􀁒􀁑􀀃􀁓􀁕􀁒􀁍􀁈􀁆􀁗􀁖􀀃􀁚􀁋􀁌􀁆􀁋􀀃􀁄􀁆􀁆􀁒􀀫􀁒􀁚􀁈􀁙􀁈􀁕􀀏􀀃 􀁌􀁗􀂶􀁖􀀃 􀁆􀁒􀁐􀁐􀁒􀁑􀀃 􀁗􀁒􀀃 􀁋􀁈􀁕􀁈􀀃 􀁐􀁄􀁑ng􀁜 a􀀃nd􀁆 t􀁒he􀁐ir 􀁓po􀁏o􀁄r 􀁌􀁑􀁖􀀃 performances due tnoa rrow spaces left for backfill whichd o not allow heavy machines to ge tf oinr&lt;br&gt;
compaction. In addition,􀁑 i 􀀃􀁖􀁒􀁐􀁈􀀃􀁆􀁄􀁖􀁈􀁖􀀃􀁒􀁉􀀃􀁅􀁄􀁆􀁎􀀃􀁉􀁌􀁏􀁏􀀏􀀃􀁌 w􀁗hi􀂶ch􀁖 􀀃􀁆􀁒􀁐􀁐􀁒􀁑􀀃􀁗􀁒􀀃􀁋􀁄􀁙􀁈􀀃􀁓􀁏􀁄􀁆􀁈􀁖􀀃􀁋􀁄􀁕􀁇􀀃􀁗􀁒􀀃􀁕􀁈􀁄􀁆􀁋&lt;br&gt;
maybe left voida nd may result in poor performanc.e Thus using flowable fill concrte for back fill&lt;br&gt;
gives a solution for the above mentioned proble ms.&lt;/p&gt;</description>
  </descriptions>
</resource>