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- 川本 治
- 農業技術研究機構近畿中国四国農業研究センター
書誌事項
- タイトル別名
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- Slope Stability Analysis Using Finite Element Model for Mixed Type of Failure in Landslides
- コンゴウガタスベリ モデル ニ ヨル ヂスベリ シャメン ノ アンテイ カイセキ
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抄録
A finite element model for the mixed type of failure in landslides is presented with special reference to: (1) the progressive failure in strain softening materials and (2) the renewed movement with residual strength along the base layer. Strain softening elasto-plastic model in which the effect of shear band formation can be taken into cosideration is incorporated for first-time slides. Seepage analysis is performed using boundary condition simple and suitable for a long slope in order to evaluate the seepage force. Solution of collapse analysis of actual landslides based on the experiment result of undisturbed soil samples is presented.
収録刊行物
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- 地すべり
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地すべり 38 (3), 187-194, 2001
公益社団法人 日本地すべり学会
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詳細情報 詳細情報について
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- CRID
- 1390282679521824768
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- NII論文ID
- 10013011413
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- NII書誌ID
- AN00332562
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- ISSN
- 18843956
- 02852926
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- NDL書誌ID
- 6354108
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- データソース種別
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- JaLC
- NDL
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- 抄録ライセンスフラグ
- 使用不可