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  <title>Vertical Geotechnical Barrier Erected by Compensation Grouting</title>
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 <name type="Personal Name" authority="">
  <namePart>Petrukhin, V.P.</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
 <name type="Personal Name" authority="">
  <namePart>Mozgacheva, O.A.</namePart>
  <role>
   <roleTerm type="text">Additional Author</roleTerm>
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  <namePart>Shuljatjev, O.A.</namePart>
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  </role>
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  <place>
   <placeTerm type="text">London</placeTerm>
  </place>
  <publisher>Taylor &amp; Francis Group,</publisher>
  <dateIssued>2006</dateIssued>
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  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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 <physicalDescription>
  <form authority="gmd">Text</form>
  <extent>433-439p.</extent>
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  <titleInfo/>
  <title>Proceedings Geotechnical Aspects of Underground Construction in Soft Ground (R)</title>
 </relatedItem>
 <note>Compensation grouting is usually applied to reduce deformations, caused in soil by tunneling. Cment mortar is injected through a system of horizontal injectors into the soil between the tunnel and the footings of the building to be protected. The paper describes compensation grouting technique in a vertical plane for preserving the soil stress-strain state under the footings of the existing building if a new building is being contructed nearby.&#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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