| 引子渡水电站溢洪道岩锚墙处理设计 |
| |
| 引用本文： | 杨金涛,姚元成. 引子渡水电站溢洪道岩锚墙处理设计[J]. 大坝与安全, 2004, 0(2): 36-38 |
| |
| 作者姓名： | 杨金涛 姚元成 |
| |
| 作者单位： | 国家电力公司贵阳勘测设计研究院,贵州,贵阳,550002;国家电力公司贵阳勘测设计研究院,贵州,贵阳,550002 |
| |
| 摘 要： | 通过分析研究，按平面、空间刚体极限平衡法对岩墙进行稳定计算；根据计算成果，比较各种处理措施的利弊，提出钢筋桩与预应力锚索结合，以及结合施工开挖减载的最终处理措施。
|
| 关 键 词： | 引子渡水电站 溢洪道 岩锚墙 稳定 处理 |
| 文章编号： | 1671-1092(2004)02-0036-03 |
| 修稿时间： | 2004-03-03 |
On treatment designing of anchored rock wall of spillway in Yinzidu hydropower station |
| |
| by YANG Jin-tao and YAO Yuan-chengGuiyang Hydroelectric Investigation Design and Research Institute. On treatment designing of anchored rock wall of spillway in Yinzidu hydropower station[J]. Large Dam & Safety, 2004, 0(2): 36-38 |
| |
| Authors: | by YANG Jin-tao and YAO Yuan-chengGuiyang Hydroelectric Investigation Design and Research Institute |
| |
| Affiliation: | by YANG Jin-tao and YAO Yuan-chengGuiyang Hydroelectric Investigation Design and Research Institute |
| |
| Abstract: | Plan and space rigid limiting equilibrium method is applied to calculate the stability of anchored rock wall.According to the calculation result,comparing advantages and disadvantages of various treatment measures,the author has come up with the fi-nal treatment measures such as adopting both steel bar piles and pre-stress anchor cable in combination,excavation for load reduc-ing and so on. |
| |
| Keywords: | Yinzidu hydropower station anchored rock wall spillway stability treatment |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
