Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering)
Online ISSN : 2185-6516
ISSN-L : 2185-6516
Paper (In Japanese)
INVESTIGATIONS FOR A CHANGE OF AN EXCAVATION DAMAGED ZONE WITH TIME AT THE 250M GALLERY IN THE HORONOBE UNDERGROUND RESEARCH LABORATORY
Kazuhei AOYAGIKimikazu TSUSAKAKenji KUBOTATetsuya TOKIWAKeiji KONDODaisuke INAGAKI
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2014 Volume 70 Issue 4 Pages 412-423

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Abstract

 The authors have been conducting seismic and resistivity tomography surveys in a gallery of the Horonobe Underground Research Laboratory in order to investigate an extent of an Excavation Damaged Zone (EDZ) along time. The objective of this paper is to discuss an influence of fracture distribution and water saturation of a rock mass on variations in seismic velocity and the value of apparent resistivity in an EDZ. Based on the result of seismic tomography survey, the extent of a layer which has low seismic velocity was about 1.0 m from the gallery wall after excavation of the tomography area. From the results of resistivity tomography survey, the value of apparent resistivity has not changed remarkably along time. To investigate a relationship between variations in seismic velocity and density of fracture in the survey area, the authors built a three dimensional fracture model around the tomography area. From the comparison of seismic velocity with density of fracture, seismic velocity decreased almost linearly as the density of fracture increased. Also, it was found that density of fracture in the layer of low seismic velocity could be estimated using a simple numeric model. From this result, seismic tomography survey and investigation of density of fracture are suitable method for evaluation of an EDZ.

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© 2014 by Japan Society of Civil Engineers
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