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  <title>Ground Penetrating Radar Inspection Experiment on a shield Tunnel Segment and the Backfill Grouting</title>
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 <name type="Personal Name" authority="">
  <namePart>Qin, Tan.</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
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  <namePart>Zhao, Yonghui.</namePart>
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   <roleTerm type="text">Additional Author</roleTerm>
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  <namePart>Hu, Shufan.</namePart>
  <role>
   <roleTerm type="text">Additional Author</roleTerm>
  </role>
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 <name type="Personal Name" authority="">
  <namePart>An, Cong.</namePart>
  <role>
   <roleTerm type="text">Additional Author</roleTerm>
  </role>
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  <place>
   <placeTerm type="text">Singapore</placeTerm>
  </place>
  <publisher>Springer</publisher>
  <dateIssued>2018</dateIssued>
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 <language>
  <languageTerm type="code">en</languageTerm>
  <languageTerm type="text">English</languageTerm>
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  <extent>112-120p.: Illus .; 18 x 24 cm</extent>
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  <titleInfo/>
  <title>Proceedings of GeoShanghai 2018 International Conference: Tunneling and Underground Construction</title>
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 <note>With the purpose of testing the effectiveness and feasibility of Ground Penetrating Radar ( GPR) in settling a common construction quality problem which is the thickness estimation of backfill grouting, we conduct a field experiment in Shanghai. A shield tunnel segment, with half of its outer surface covered by a wooden box, is put vertically on the ground. We inject the concrete grout into the box until over 80 percent space of the box is filled. Static measurements by GPR 400 MHz frequency antenna on the internal surface of the segment show that direct wave and coupling wave are stacked together which is  regarded  as the  time zero  point.  Contrastive  analysis  of  Average Canceling  method  ( AC)  and Principal-Component Analysis ( PCA) reveals that PCA performs better than AC in removing direct wave and highlighting effective signals. The inner structure and interfaces of the segment, grouting and other  objects  in  the  back can  be distinguished  from processed  radargram, and  that travel  time of electromagnetic wave in the grouting become shorter than that a week before, which is caused by the loss of moist in the solidification process of concrete. This demonstrates the proposed technique can provide dynamic change information of back-filled grouting layer and supervise shield tunnel quality.&#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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