軟弱地盤上における粘性土剛壁面補強土擁壁の解析と施工
書誌事項
- タイトル別名
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- THE F. E. M. ANALYSIS AND EXECUTION OF USED CLAY GEOSYNTHETIC-REINFORCED SOIL RETAINING WALL WITH RIGID FACING ON THE SOFT GROUND
抄録
Geosynthetic- Reinforced Soil Retaining Walls with a rigid facing (GRS-RWs) can be constructed by many kinds of backfill materials. But, in fact the backfill materials of most constructions are the sandy soil.<br>In Nagano, the JAPAN RAILWAY CONSTRUCTION PUBLIC CORPORATION are constructing Hokuriku-sinkansen car depot approximately about 100m wide and 2km long in use of GRS-RWs now. This construction has two special features, such as retaining wall on the very soft ground, the use of clay for the backfill material.<br>The result of soil/water coupled F. E. M. deformation analysis and the execution of G RS-RWs are reported in the paper.
収録刊行物
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- ジオテキスタイルシンポジウム発表論文集
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ジオテキスタイルシンポジウム発表論文集 9 1-7, 1994
国際ジオシンセティックス学会 日本支部
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詳細情報 詳細情報について
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- CRID
- 1390001205330771328
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- NII論文ID
- 130003680767
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- ISSN
- 09137882
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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