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MECHANICAL AND LEACHING PROPERTIES OF EXCAVATED SOIL AND RECYCLED LIQUEFIED STABILIZED SOIL
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- FUJIKAWA Takuro
- 福岡大学 工学部社会デザイン工学科
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- SATO Kenichi
- 福岡大学 工学部社会デザイン工学科
Bibliographic Information
- Other Title
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- 掘削処理土および再生流動化処理土の力学・溶出特性
Description
This study forcus on the liquefied stabilized soil one of the cement treated soil. To begin with, in this study, the mechanical properties of liquefied stabilized soil which incureded surplus soil or surplus soi mixed coal ash were revealed. Next this study conducted to investigate the reuse of excavated liquefied stabilized soil under the assumption that the liquefied stabilized soil was excavated in order to do repair or maintenance. As a results the characteristics of excavated liquefied stabilized soil was depended on cement content. It was revealed that the excavated liquefied stabilized soil can be reused directly, need to some improvement. Futhermore it was revealed that when the excavated liquefied stabilized soil was applied to liquefied stabilization method again, it have equivalent to mechanical properties of the liquefied stabilized soil and satisfy the Japanese geo-environment standard.
Journal
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- Doboku Gakkai Ronbunshuu C
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Doboku Gakkai Ronbunshuu C 65 (4), 963-976, 2009
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282680229373824
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- NII Article ID
- 130004943068
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- ISSN
- 1880604X
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed