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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.
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- MIYANAGA Yoshiharu
- Electric Power Development Co.Ltd.
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- MAKITA Toshiaki
- Japan Underground Oil Storage Co.Ltd.
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- EBARA Masahiko
- Electric Power Development Co.Ltd.
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- HATANO Teruyoshi
- Electric Power Development Co.Ltd.
Bibliographic Information
- Other Title
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- 粘土グラウトによる地下水の制御 その理論と石油地下備畜・久慈基地の施工実績
- ネンド グラウト ニ ヨル チカスイ ノ セイギョ ソノ リロン ト セキユ
- A Theory of Clay Grouting and the Construction Record of Kuji Underground Oil Storage Plant
- その理論と石油地下備蓄・久慈基地の施工実績
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Description
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.
Journal
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- Journal of the Japan Society of Engineering Geology
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Journal of the Japan Society of Engineering Geology 35 (4), 153-165, 1994
Japan Society of Engineering Geology
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Keywords
Details 詳細情報について
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- CRID
- 1390001204095157888
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- NII Article ID
- 110003334739
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- NII Book ID
- AN00026635
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- ISSN
- 18840973
- 02867737
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- NDL BIB ID
- 3902345
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL Search
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed