書誌事項
- タイトル別名
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- Seismic design of geogrid reinforced Shinkansen railway embankment against large earthquakes
抄録
In the construction of Shinkansen railway, the slab track type embankments is applied in order to reduce the maintenance works, as a substitute for existing type of ballasted track. However, the allowable deformation of the slab track type embankments is restricted severely at usual and earthquake states. Therefore, a reasonable and economic design of geogrid reinforced embankment is an important subjects in the seismic design for large earthquakes.<br>In this report, the required length and arrangements of geogrid reinforcement are examined based on allowable deformation requirement of slab track embankment. Other design parameters, such as: the height and slope of embankment, filled materials, compaction performance and subground conditions are also examined.
収録刊行物
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- ジオシンセティックス論文集
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ジオシンセティックス論文集 15 215-224, 2000
国際ジオシンセティックス学会 日本支部
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キーワード
詳細情報 詳細情報について
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- CRID
- 1390001205212070656
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- NII論文ID
- 130003450685
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- ISSN
- 1883146X
- 13446193
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- データソース種別
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- JaLC
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可