静的締固め粗粒材料の等体積単純せん断挙動
書誌事項
- タイトル別名
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- CONSTANT VOLUME DIRECT SIMPLE SHEAR BEHAVIOUR OF STATICALLY COMPACTED GRANULAR MATERIALS
抄録
This paper describes the applicability of soil-water coupled analysis for simulating the constant volume direct simple shear behaviour of statically compacted granular materials. Multi-stage constant volume direct simple shear tests are carried out for investigating the consolidation and simple shear behaviour of granular materials. The constitutive model mainly employed in the calculations is an elasto-plastic model developed by Sekiguchi and Ohta (1977). The calculated results are compared with actual laboratory test data. The small strain behaviour of the constant volume direct simple shear is well correlated with calculated results.
収録刊行物
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- 舗装工学論文集
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舗装工学論文集 13 115-123, 2008
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390001205386871680
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- NII論文ID
- 130004002129
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- ISSN
- 18848176
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- データソース種別
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- JaLC
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- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可