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 <titleInfo>
  <title>Grout Properties and Their Influence on Back Fill Grouting</title>
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 <name type="Personal Name" authority="">
  <namePart>Bezuijen, A.</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
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 <genre authority="marcgt">bibliography</genre>
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  <place>
   <placeTerm type="text">London</placeTerm>
  </place>
  <publisher>Taylor &amp; Francis Group,</publisher>
  <dateIssued>2006</dateIssued>
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 <language>
  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <form authority="gmd">Text</form>
  <extent>187-195p.</extent>
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  <titleInfo/>
  <title>Proceeding Geotechnical Aspects of Underground Construction in Soft Ground</title>
 </relatedItem>
 <note>Functions of trail voild grout are described and necessary properties of the grout mortar to fulfill these functions are discussed. A simple model is derived to show the loading on the lining along the axes of the tunnel as a function of the mortar properties ad the possible movement of the lining. When it takes a long time for the grout mortar to consolidate or to harden, resilting in buoyancy forces on the lining over a certain length, this can lead to considerable forces in the lining of a tunnel as well as on the TBM. This is shown with some indicative example calclations, for conditions measured in 2 projects and 3 different grout mortars.&#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>
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  <recordChangeDate encoding="w3cdtf">2021-04-30 11:26:21</recordChangeDate>
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