Journal of the Japan Society of Engineering Geology
Online ISSN : 1884-0973
Print ISSN : 0286-7737
ISSN-L : 0286-7737
Volume 59, Issue 4
Displaying 1-4 of 4 articles from this issue
Original Article
  • Masahiro KATAYAMA, Nobuyoshi KOTAJIMA, Tsuyoshi NAKADE, Masafumi OKAWA ...
    2018 Volume 59 Issue 4 Pages 190-200
    Published: October 10, 2018
    Released on J-STAGE: August 26, 2019
    JOURNAL FREE ACCESS

    The Hokusatsu Tunnel constructed in the Hokusatsu region of Kagoshima Prefecture, a large amount of groundwater containing a high arsenic concentration was gushed during excavation. The impact of that to the local water environment was a big issue. In order to decrease the amount of gushing groundwater, in the section where observed huge amount of water inflow and the high arsenic density, the rock grouting with ultrafine cement was applied. As the result, the water flow was enormously reduced. In this study, authors established a method to control the construction of grouting from tunnel and to evaluate the effect of grouting improvement through water reduction measures using ultrafine cement for cracked rocks. In addition, the grouting improvement effect after the completion of the standard holes can be estimated from the approximate formula between the Lugeon value and the density of the grout hole. Furthermore, it was found that the grouting improvement effect was related to the density and the opening of the joint in the rock, and the intersection angle between th e grout hole direction and the joint direction.

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