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2010年03 期
| 标题 |
| 吉林市绕城高速公路倾倒边坡破坏机制及稳定性评价(50 卷) |
| 英文标题 |
| Failure mechanism and stability assessment of overturning-trend side slope nearby expressway around Jilin city |
| 摘要 |
| 对于由陡立或陡倾产状岩体组成的边坡，倾倒破坏是其主要破坏模式。在现场调研的基础上，以吉林市绕城高速公路K36+420处边坡为研究对象，利用弯曲—拉裂模型研究其破坏模型及破坏机制。研究结果表明，从坡脚开始，每个岩块的抗滑破坏验算均不稳定，因此，此边坡不存在滑动岩块 |
| 作者 |
| 新闻作者:沈世伟，佴磊 |
| 关键字 |
