Fundamental Study on Soil Improvement Method Using Electrophoresis of Bentonite.
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- FUJIHIRA Masami
- Mitsui Harbour and Urban Construction Co., Ltd.
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- KONISHI Takeshi
- Mitsui Harbour and Urban Construction Co., Ltd.
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- SHIMIZU Eiji
- Dept. of Civil Eng., Chiba Inst. of Tech.
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- YASUDA Susumu
- Dept. of Civil Eng., Tokyo Denki Univ.
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- NAGASE Hideo
- Dept. of Civil Eng., Kyushu Inst. of Tech.
Bibliographic Information
- Other Title
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- ベントナイトを電気泳動させた地盤改良工法の基礎的研究
- ベントナイト オ デンキ エイドウサセタ ジバン カイリョウ コウホウ ノ キ
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Abstract
This paper indicates the possibility of prevention against liquefaction by mixing bentonite in sandy ground with the aid of electrohoresis. If this method is effective, it is useful to improve the subsoil condition of the existing structures by electrically transferring bentonite particles from the outside to the subsoil ground. Experiments were carried out in the laboratory to confirm the effect of soil improvement.<br>The following results were obtained from the experiments.<br>(1) Soil improvement using electrophoresis is effective in preventing sandy ground from being liquefied. (Fig. 3, 5, 6)<br>(2) The effect of improvement increased more by using dispersant or flocculant. (Fig. 9)
Journal
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- Journal of the Society of Materials Science, Japan
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Journal of the Society of Materials Science, Japan 44 (503), 1031-1034, 1995
The Society of Materials Science, Japan
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Details 詳細情報について
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- CRID
- 1390282680368373760
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- NII Article ID
- 110002292944
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- NII Book ID
- AN00096175
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- ISSN
- 18807488
- 05145163
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- NDL BIB ID
- 3624447
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed