Stress-dependency of Slope Stability in Embankment Dams
スポンサーリンク
概要
著者
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Hattori K
Department Of Agricultural Engineering Faculty Of Agriculture Tottori University
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Hattori Kunio
Department Of Agricultural Engineering Faculty Of Agriculture Tottori University
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Hussein Ahmed
The United Graduate School Of Agricultural Sciences Tottori University
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Morii Toshihiro
Department Of Agricultural Engineering Faculty Of Agriculture Tottori University
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Hussein Ahmed
United Graduate School of Agricultural Sciences, Tottori University
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- A Finite Element Analysis of the Saturated-Unsaturated Flow through Soils
- Influence of the Impounding Rate and the Initial Moisture Condition on the Stability of Earth Dams during Reservoir Filling
- Slope Failure Potential by Fuzzy Reasoning
- Steady Seepage through Zoned Embankment Dams
- Design Considerations of Seepage through an Embankment Dam
- Stress-dependency of Slope Stability in Embankment Dams
- RI Measurement of Moisture Properties of Unsaturated Soils
- Finite Element Analysis of Stress and Stability of Earth Dams during Reservoir Filling