A study on the debris flow-induced impact force on check dam with- and without-entrainment
The magnitude of debris-flow impact force with soil layer entrainment was analyzed using a coupled Eulerian-Lagrangian (CEL) technique in ABAQUS. To consider the entrainment of the soil layer, the shear strength of the soil layer was changed from a solid-state to a fluid state according to the devia...
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| Main Authors: | , , , |
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| 其他作者: | |
| 格式: | Article |
| 語言: | English |
| 出版: |
2021
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| 主題: | |
| 在線閱讀: | https://hdl.handle.net/10356/151671 |
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