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Comparison of geoelectrical imaging and tunnel documentation at the Hallandsas Tunnel, Sweden

Danielsen, Berit Ensted LU and Dahlin, Torleif LU (2009) In Engineering Geology 107(3-4). p.118-129
Abstract
For construction in rock a thorough pre-investigation is important in order to avoid unforeseen conditions which may delay the work. It is crucial to remember the results from this investigation in the further work, and use the experience from the construction to update the geological prognosis and reduce the uncertainties. Different geophysical methods have proved valuable tools in such investigations. In this work the electrical imaging is evaluated with regards to the method's applicability. The evaluation is done qualitatively by comparing the electrical imaging with tunnel documentation from a tunnel in Southern Sweden. By evaluating the result continuously when making the tunnel a more detailed geological prognosis can be compiled... (More)
For construction in rock a thorough pre-investigation is important in order to avoid unforeseen conditions which may delay the work. It is crucial to remember the results from this investigation in the further work, and use the experience from the construction to update the geological prognosis and reduce the uncertainties. Different geophysical methods have proved valuable tools in such investigations. In this work the electrical imaging is evaluated with regards to the method's applicability. The evaluation is done qualitatively by comparing the electrical imaging with tunnel documentation from a tunnel in Southern Sweden. By evaluating the result continuously when making the tunnel a more detailed geological prognosis can be compiled and used in the continued work with the tunnel. The parameters used for the comparison are lithology, Q, RQD, weathering and water leakage. The result was that virtually every change in electrical resistivity image coincides with a change in rock conditions. The general trend was that high resistivity corresponded with good quality gneiss whereas low resistivity corresponds to poor quality rock e.g., high weathering, low RQD, low Q and/or several lithological contacts. The intermediate resistivity is often amphibolites or rock with water bearing fractures. The results were supported by in-situ resistivity measurements inside the tunnel and resistivity logging in a core drilling. Geoelectrical imaging proved to give valuable information for a detailed geological model, which could be compiled for a section where the tunnel had not yet been drilled as a help for planning of the continued tunnel work. As is the case other geophysical methods it is clear that for the interpretation of data a priori information about the geological setting is necessary. (C) 2009 Elsevier B.V. All rights reserved. (Less)
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author
and
organization
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type
Contribution to journal
publication status
published
subject
keywords
Weathering, RQD, Q, Lithology, Geoelectrical imaging, Comparison, Tunnel documentation, Resistivity, Water leakage, Dynamic prognosis
in
Engineering Geology
volume
107
issue
3-4
pages
118 - 129
publisher
Elsevier
external identifiers
  • wos:000269284200006
  • scopus:67650988862
ISSN
0013-7952
DOI
10.1016/j.enggeo.2009.05.005
language
English
LU publication?
yes
id
1c408a7b-4110-4358-b8fc-43cbe133bc69 (old id 1476422)
date added to LUP
2016-04-01 14:22:00
date last changed
2022-01-28 00:13:13
@article{1c408a7b-4110-4358-b8fc-43cbe133bc69,
  abstract     = {{For construction in rock a thorough pre-investigation is important in order to avoid unforeseen conditions which may delay the work. It is crucial to remember the results from this investigation in the further work, and use the experience from the construction to update the geological prognosis and reduce the uncertainties. Different geophysical methods have proved valuable tools in such investigations. In this work the electrical imaging is evaluated with regards to the method's applicability. The evaluation is done qualitatively by comparing the electrical imaging with tunnel documentation from a tunnel in Southern Sweden. By evaluating the result continuously when making the tunnel a more detailed geological prognosis can be compiled and used in the continued work with the tunnel. The parameters used for the comparison are lithology, Q, RQD, weathering and water leakage. The result was that virtually every change in electrical resistivity image coincides with a change in rock conditions. The general trend was that high resistivity corresponded with good quality gneiss whereas low resistivity corresponds to poor quality rock e.g., high weathering, low RQD, low Q and/or several lithological contacts. The intermediate resistivity is often amphibolites or rock with water bearing fractures. The results were supported by in-situ resistivity measurements inside the tunnel and resistivity logging in a core drilling. Geoelectrical imaging proved to give valuable information for a detailed geological model, which could be compiled for a section where the tunnel had not yet been drilled as a help for planning of the continued tunnel work. As is the case other geophysical methods it is clear that for the interpretation of data a priori information about the geological setting is necessary. (C) 2009 Elsevier B.V. All rights reserved.}},
  author       = {{Danielsen, Berit Ensted and Dahlin, Torleif}},
  issn         = {{0013-7952}},
  keywords     = {{Weathering; RQD; Q; Lithology; Geoelectrical imaging; Comparison; Tunnel documentation; Resistivity; Water leakage; Dynamic prognosis}},
  language     = {{eng}},
  number       = {{3-4}},
  pages        = {{118--129}},
  publisher    = {{Elsevier}},
  series       = {{Engineering Geology}},
  title        = {{Comparison of geoelectrical imaging and tunnel documentation at the Hallandsas Tunnel, Sweden}},
  url          = {{https://lup.lub.lu.se/search/files/3935745/4679140.pdf}},
  doi          = {{10.1016/j.enggeo.2009.05.005}},
  volume       = {{107}},
  year         = {{2009}},
}