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 <titleInfo>
  <title>FRACTURE GROUTING; Improving the Grouting Efficiency in Sand</title>
 </titleInfo>
 <name type="Personal Name" authority="">
  <namePart>Grotenhuis, R te.</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
 <name type="Personal Name" authority="">
  <namePart>Bezuijen, A.</namePart>
  <role>
   <roleTerm type="text">Additional Author</roleTerm>
  </role>
 </name>
 <name type="Personal Name" authority="">
  <namePart>Tol van, A.F.</namePart>
  <role>
   <roleTerm type="text">Additional Author</roleTerm>
  </role>
 </name>
 <name type="Personal Name" authority="">
  <namePart>Haasnoot, J.K.</namePart>
  <role>
   <roleTerm type="text">Additional Author</roleTerm>
  </role>
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 <typeOfResource manuscript="no" collection="yes">mixed material</typeOfResource>
 <genre authority="marcgt">bibliography</genre>
 <originInfo>
  <place>
   <placeTerm type="text">London</placeTerm>
  </place>
  <publisher>Taylor &amp; Francis Group,</publisher>
  <dateIssued>2006</dateIssued>
 </originInfo>
 <language>
  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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 <physicalDescription>
  <form authority="gmd">Text</form>
  <extent>397-405p.</extent>
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 <relatedItem type="series">
  <titleInfo/>
  <title>Proceedings Geotechnical Aspects of Underground Construction in Soft Ground (R)</title>
 </relatedItem>
 <note>An analytical calculation model to describe the length and width of a fracture dring fracture grouting has been developed. Aim of the model is to have a first indication on what limits length of a fracture and determines its width. Analysis of Fracture Grouting works in practice showed that in reality very complicated shape of a fracture in sand can be simplified by a tube as  a first approximation, The model includes the influence of friction and bleeding of propagating grout. Quantification of those processes resulted in a model that has been used to study alternative grout compositions during Fracture Grouting in sand. It was concluded that the grouting efficeincy in sand can be improved by decreasing the yield stress of the grout or increasing its permeability.&#13;
LOKASI:&#13;
Ruang Koleksi Umum&#13;
Rak: 2</note>
 <note type="statement of responsibility"></note>
 <subject authority="">
  <topic>GROUTING</topic>
 </subject>
 <classification>624.121(063)</classification>
 <identifier type="isbn">0415391245</identifier>
 <location>
  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
  <shelfLocator>624.121(063)</shelfLocator>
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  <recordCreationDate encoding="w3cdtf">2016-04-29 10:35:54</recordCreationDate>
  <recordChangeDate encoding="w3cdtf">2021-05-17 09:49:09</recordChangeDate>
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