SOIL STABILIZATION TO PREVENT SLAKING OF MUD-STONE GRAVELY SOIL IN TERRE-ARMEEE EMBANKMENT
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- KOBAYASHI Haruo
- (株) フジタ首都圏土木支店 土木部
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- NAKANO Hiroyuki
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- FUKUSHIMA Shinji
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- KITAJIMA Akira
- JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- 大規模テールアルメ補強土壁盛土の造成に用いた泥岩材のスレーキング対策
- ダイキボ テールアルメ ホキョウ ドヘキ モリド ノ ゾウセイ ニ モチイタ デイガンザイ ノ スレーキング タイサク
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Abstract
This paper presents a example of the soil stabilization to prevent the slaking of gravely mud-stone soil as embankment material on-site fill in construction of Terre-Armee reinforced earth wall embankment. A series of compressibility tests and unconfined compressive tests were carried out to investigate the effect of cement stabilization to prevent the slaking of gravely mud-stone soil.<br>The results shows that the settlement due to the slaking of mud-rock soil is controlled by the addition of cement stabilizer. A series of pull-out shear tests in laboratory and field also were carried out to investigate the pull-out frictional characteristics of strip plate of Terre-armee method in compacted mud-stone soils.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 2000 (645), 291-306, 2000-03-21
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680286354688
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- NII Article ID
- 10004542443
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
- http://id.crossref.org/issn/02897806
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- NDL BIB ID
- 5333849
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed