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2011年01 期
| 标题 |
| 岩体结构控制下的边坡稳定性多因素敏感性分析(51 卷) |
| 英文标题 |
| Multiple-factors sensibility analysis of slope stability under control of rock-mass structure |
| 摘要 |
| 结合某水库边坡工程，根据坝址区主要Ⅱ级结构面的发育特征，通过地质分析表明对岩质边坡稳定性起控制作用的两个结构面是断层F11和断层带F6,7,8。基于正交试验设计理论建立了坝肩边坡稳定性的多因素敏感性分析模型,对影响该岩质边坡稳定性的基本因素，断层F11与F6,7,8的黏聚力 |
| 作者 |
| 新闻作者:李扬，杨继红，刘汉东 |
| 关键字 |
