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  <title>Tuuneling-Inducced Ground Response:</title>
  <subTitle>Simulating Synchronous Grouting in Shield Tunnels with the Consideration of Evolution of Grouting Pressure</subTitle>
 </titleInfo>
 <name type="Personal Name" authority="">
  <namePart>Qiao, Yafei.</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
 <name type="Personal Name" authority="">
  <namePart>Zhao, Tianchi.</namePart>
  <role>
   <roleTerm type="text">Additional Author</roleTerm>
  </role>
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 <name type="Personal Name" authority="">
  <namePart>Ding, Wenqi.</namePart>
  <role>
   <roleTerm type="text">Additional Author</roleTerm>
  </role>
 </name>
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  <place>
   <placeTerm type="text">Singapore</placeTerm>
  </place>
  <publisher>Springer</publisher>
  <dateIssued>2018</dateIssued>
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  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <form authority="gmd">Text</form>
  <extent>23-31p.: Illus.; 18 x 24</extent>
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  <titleInfo/>
  <title>Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction</title>
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 <note>Synchronous grouting is one key procedure to backfill the construction gap and control the ground subsidence. The grouting prsessure and grout properties are key construction factors that dominate the consequence of synhronous grouting. To investigate the effect of these factors, a novel framwork to simulate the process of synchronous grouting is proposed in this paper.&#13;
&#13;
LOKASI: Ruang Koleksi Umum&#13;
Rak: 2</note>
 <note type="statement of responsibility"></note>
 <subject authority="">
  <topic>TUNNELLING</topic>
 </subject>
 <classification>624.19 (063)</classification>
 <identifier type="isbn">9789811300165</identifier>
 <location>
  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
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