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小湾电站高边坡系统锚固与排水的优化设计方法
Optimizing design methods of anchorage and drainage on intake slope of Xiaowan project
【摘要】 据小湾电站地下厂房进水口开挖高边坡的岩体结构与工程地质特征,采用基于结构面网络模拟的随机楔体稳定分析方法对边坡的稳定性进行了三维分析。进一步运用风险分析理论对边坡系统锚杆与预应力锚索的布置进行了优化设计,最后运用结构面网络模拟理论对排水方案进行了优化设计。
【Abstract】 Based on analyzing the rock structure and engineering geology properties of the intake slope of Xiaowan project, the 3D joint mapping method and randomly distributed wedges stability analysis method are put forward in this paper. Furthermore, according to the risk theory, the anchorage and drainage optimization design methods on the intake high rock slope are discussed.
【关键词】 岩石边坡;
三维结构面网络模拟;
锚固;
排水;
优化设计方法;
【Key words】 rock slope; 3D joint mapping; anchorage; drainage; optimizing design method;
【Key words】 rock slope; 3D joint mapping; anchorage; drainage; optimizing design method;
【基金】 国家电力公司重大科技项目(编号:0032)。
- 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2003年S2期
- 【分类号】TV223
- 【被引频次】4
- 【下载频次】341