Use of resistivity tomography in underground excavation and tunneling

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

In underground excavation and tunneling, chemical-grouting method is often used in Japan. However, it is difficult to confirm the chemical grouted region. To solve this problem, we proposed the evaluation method for chemical grouted region using resistivity tomography. This paper describes the outline of proposed evaluation method, and shows the validity of this method by chemical-grouting test in laboratory and field. Furthermore, the applicability of this method is shown from the viewpoint of the resistivity contrast between grout material and ground water.

Original languageEnglish
Title of host publicationSoil Mechanics and Geotechnical Engineering Eleventh Asian Regional Conference
EditorsS.-W. Hong, E.S. Lee, Y.Y. Kim, Y.S. Jang, C.S. Yoo
Pages781-784
Number of pages4
Publication statusPublished - 1999 Dec 1
Externally publishedYes
EventProceedings of the Eleventh Asian Regional Conference on Soil Mechanics and Geotechnical Engineering - Seoul, Korea, Republic of
Duration: 1999 Aug 161999 Aug 20

Publication series

NameSoil Mechanics and Geotechnical Engineering Eleventh Asian Regional Conference

Conference

ConferenceProceedings of the Eleventh Asian Regional Conference on Soil Mechanics and Geotechnical Engineering
CountryKorea, Republic of
CitySeoul
Period99/8/1699/8/20

ASJC Scopus subject areas

  • Engineering(all)

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  • Cite this

    Komine, H. (1999). Use of resistivity tomography in underground excavation and tunneling. In S-W. Hong, E. S. Lee, Y. Y. Kim, Y. S. Jang, & C. S. Yoo (Eds.), Soil Mechanics and Geotechnical Engineering Eleventh Asian Regional Conference (pp. 781-784). (Soil Mechanics and Geotechnical Engineering Eleventh Asian Regional Conference).