| 1. | Incipient motion of riverbank sand subject to seepage
渗流作用下的岸坡泥沙起动条件 |
| 2. | Rock foundation excavation of fenhe erku project in shanxi province
山西省汾河二库大坝枢纽工程岸坡及基础岩石开挖 |
| 3. | Stability analysis of a reservoir slope with the method of fem strength reduction
用有限元强度折减法对某岸坡进行稳定性分析 |
| 4. | Stress and displacement numerical modeling of bedding bank slope including weak interbed
某含软弱夹层顺层岸坡应力位移特征数值模拟 |
| 5. | Bankslope caving and its influence on the flood bank in jiangxi section of the yangtze river
长江江西段岸坡崩塌及其对防洪大堤的影响 |
| 6. | Application of fuzzy consistency theoren and analytic hierarchy process to risk evaluation of bank slope
模糊一致理论及层次分析法在岸坡风险评价中的应用 |
| 7. | Difficult construction problem treatment of auxiliary chamber of xiangjiaba hydropower station and bank slope works
向家坝电站辅助洞室与岸坡工程施工难点处理 |
| 8. | The paper is emphasis on how to simulate the boundary condition of the enrockment near the high steep bank slope
本文就如何模拟高陡岸坡附近堆石体的边界条件展开工作。 |
| 9. | A large number of researches indicate that water is a sensitive factor of bank ' s losing stability and quay structure ' s slipping damage
大量研究表明，水是岸坡失稳和码头结构滑移破坏的敏感因素。 |
| 10. | The result shows that the most important factor of bank rebuilding is types and characters of rock and soil
计算结果表明，组成岸坡的岩体类型、性质是决定库岸再造的最主要因素，地形地貌因素次之。 |
