Journal of the Japan Society of Engineering Geology
Online ISSN : 1884-0973
Print ISSN : 0286-7737
ISSN-L : 0286-7737
A Non-Pressurized Grouting Method using Clay for Controlling Groundwater
A Theory of Clay Grouting and the Construction Record of Kuji Underground Oil Storage Plant
Yoshiharu MIYANAGAToshiaki MAKITAMasahiko EBARATeruyoshi HATANO
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JOURNAL FREE ACCESS

1994 Volume 35 Issue 4 Pages 153-165

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Abstract
Generally, clay is not applied to the pressurized injection by a grouting pump, because of clay's weakness and instability as a grouting material. However, it is conversely possible to reduce permeability of extensive rock mass by pouring dilute clayey water into the rock for a long time, because clay has non-hardening characteristic. Authors developed a non-pressurized clay grouting method by using the above-mentioned characteristics and applied this to the construction of underground oil storage caverns. Outline of clay grouting and results are described in this paper.
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