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<front>
<journal-meta>
<journal-id journal-id-type="publisher">ISPRS-Archives</journal-id>
<journal-title-group>
<journal-title>The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences</journal-title>
<abbrev-journal-title abbrev-type="publisher">ISPRS-Archives</abbrev-journal-title>
<abbrev-journal-title abbrev-type="nlm-ta">Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci.</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">2194-9034</issn>
<publisher><publisher-name>ISPRS</publisher-name>
<publisher-loc>Göttingen, Germany</publisher-loc>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="doi">10.5194/isprsarchives-XXXIX-B5-223-2012</article-id>
<title-group>
<article-title>A NEW APPROACH FOR SUBWAY TUNNEL DEFORMATION MONITORING: HIGH-RESOLUTION TERRESTRIAL LASER SCANNING</article-title>
</title-group>
<contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Li</surname>
<given-names>J.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
<contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Wan</surname>
<given-names>Y.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
<contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Gao</surname>
<given-names>X.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
</contrib-group><aff id="aff1">
<label>1</label>
<addr-line>School of Remote Sensing and Information Engineering, Wuhan University, 129 Luoyu Road, Wuhan, China</addr-line>
</aff>
<pub-date pub-type="epub">
<day>27</day>
<month>07</month>
<year>2012</year>
</pub-date>
<volume>XXXIX-B5</volume>
<fpage>223</fpage>
<lpage>228</lpage>
<permissions>
<copyright-statement>Copyright: &#x000a9; 2012 J. Li et al.</copyright-statement>
<copyright-year>2012</copyright-year>
<license license-type="open-access">
<license-p>This work is licensed under the Creative Commons Attribution 3.0 Unported License. To view a copy of this licence, visit <ext-link ext-link-type="uri"  xlink:href="https://creativecommons.org/licenses/by/3.0/">https://creativecommons.org/licenses/by/3.0/</ext-link></license-p>
</license>
</permissions>
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<self-uri xlink:href="https://isprs-archives.copernicus.org/articles/XXXIX-B5/223/2012/isprs-archives-XXXIX-B5-223-2012.pdf">The full text article is available as a PDF file from https://isprs-archives.copernicus.org/articles/XXXIX-B5/223/2012/isprs-archives-XXXIX-B5-223-2012.pdf</self-uri>
<abstract>
<p>With the improvement of the accuracy and efficiency of laser scanning technology, high-resolution terrestrial laser scanning (TLS) 
technology can obtain high precise points-cloud and density distribution and can be applied to high-precision deformation monitoring 
of subway tunnels and high-speed railway bridges and other fields. In this paper, a new approach using a points-cloud segmentation 
method based on vectors of neighbor points and surface fitting method based on moving least squares was proposed and applied to 
subway tunnel deformation monitoring in Tianjin combined with a new high-resolution terrestrial laser scanner (Riegl VZ-400). 
There were three main procedures. Firstly, a points-cloud consisted of several scanning was registered by linearized iterative least 
squares approach to improve the accuracy of registration, and several control points were acquired by total stations (TS) and then 
adjusted. Secondly, the registered points-cloud was resampled and segmented based on vectors of neighbor points to select suitable 
points. Thirdly, the selected points were used to fit the subway tunnel surface with moving least squares algorithm. Then a series of 
parallel sections obtained from temporal series of fitting tunnel surfaces were compared to analysis the deformation. Finally, the 
results of the approach in z direction were compared with the fiber optical displacement sensor approach and the results in x, y 
directions were compared with TS respectively, and comparison results showed the accuracy errors of x, y, z directions were 
respectively about 1.5 mm, 2 mm, 1 mm. Therefore the new approach using high-resolution TLS can meet the demand of subway 
tunnel deformation monitoring.</p>
</abstract>
<counts><page-count count="6"/></counts>
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</front>
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