Model Load Tests on Geotextile Reinforced Embankments

Most of design methods for geotextile reinforced embankments are based on only equilibrium of moment or earth pressure in the critical state, but deformation behaviour has to be taken into account. This paper describes model load tests on geotextile reinforced embankments filled in a small box. And...

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Published inProceedings of geotextile symposium Vol. 1; pp. 61 - 66,a7
Main Authors Kato, Toshiaki, Aoyama, Noriaki, Takeuchi, Tatsunori, Yasunaga, Hiroyuki
Format Journal Article
LanguageEnglish
Published Japan Chapter of International Geosynthetics Society 1986
Online AccessGet full text
ISSN0913-7882
DOI10.5030/jcigsjournal1986.1.61

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Abstract Most of design methods for geotextile reinforced embankments are based on only equilibrium of moment or earth pressure in the critical state, but deformation behaviour has to be taken into account. This paper describes model load tests on geotextile reinforced embankments filled in a small box. And the influence of the kind and length of geotextile on bearing capacity and deformation behaviour was investigated. It was found that considerable deformation occures before it reaches the critical state, and that restraint of deformation can't be estimated only by ultimate tensile strength of geotextile.
AbstractList Most of design methods for geotextile reinforced embankments are based on only equilibrium of moment or earth pressure in the critical state, but deformation behaviour has to be taken into account. This paper describes model load tests on geotextile reinforced embankments filled in a small box. And the influence of the kind and length of geotextile on bearing capacity and deformation behaviour was investigated. It was found that considerable deformation occures before it reaches the critical state, and that restraint of deformation can't be estimated only by ultimate tensile strength of geotextile.
Author Yasunaga, Hiroyuki
Kato, Toshiaki
Takeuchi, Tatsunori
Aoyama, Noriaki
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  fullname: Yasunaga, Hiroyuki
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References 2) 泰永・加藤:ジオテキスタイル敷設による盛土斜面の補強効果に関する実験的研究, 第41回土木学会年次学術講演会第3部, pp. 869-870, 1986.
1) 建設省土木研究所他:昭和60年度ジオテキスタイルの土中での挙動とその効果に関する研究報告書, pp. 104-113, 1986
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– reference: 1) 建設省土木研究所他:昭和60年度ジオテキスタイルの土中での挙動とその効果に関する研究報告書, pp. 104-113, 1986
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Title Model Load Tests on Geotextile Reinforced Embankments
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