| 向家坝大坝抗滑稳定分析及处理方案研究 |
| |
| 引用本文： | 程浩,陈鹏,曾雄辉. 向家坝大坝抗滑稳定分析及处理方案研究[J]. 湖北水力发电, 2004, 0(3): 26-29,70 |
| |
| 作者姓名： | 程浩 陈鹏 曾雄辉 |
| |
| 作者单位： | 中南勘测设计研究院,湖南,长沙,410014;中南勘测设计研究院,湖南,长沙,410014;中南勘测设计研究院,湖南,长沙,410014 |
| |
| 摘 要： | 向家坝水电站大坝坝基具有深浅层滑移破坏的地质背景 ,采用以刚体极限平衡法为主并结合多种数值分析方法 ,对深浅层抗滑稳定及加固处理方案进行了详细的比较 ,确定采用“扩大坝基 +坝踵齿槽 +硐塞 +深孔固结灌浆”综合处理方案。
|
| 关 键 词： | 向家坝水电站 深浅层抗滑稳定 加固处理 |
| 修稿时间： | 2004-06-16 |
Study on Stability against Sliding & Strengthening Treatment Scheme of Xiangjiaba Gravity Dam |
| |
| Cheng Hao Chen Peng Zeng Xionghui. Study on Stability against Sliding & Strengthening Treatment Scheme of Xiangjiaba Gravity Dam[J]. Hubei Water Power, 2004, 0(3): 26-29,70 |
| |
| Authors: | Cheng Hao Chen Peng Zeng Xionghui |
| |
| Abstract: | There are several shallow-lying soft interlayers and deep-lying soft interlayers in the foundation rock of Xiangjiaba gravity dam. The stability against sliding of foundation rock is computated by means of rigid-body limit equilibrium analysis as the principal method, and by diversified numerical analysis method as supplementary, and several strengthening treatment schemes are compared. The result shows that a comprehensive treatment scheme (i.e. extending the area of dam foundation, building notched grooves at the dam heel, filling the cavities and performing deep-hole consilidation grouting) is available. |
| |
| Keywords: | Xiangjiaba hydropower station stability against sliding strengthening treatment |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
