节点文献
混凝土硐塞加固重力坝基缓倾角结构面等K设计方法研究
Study on the Equal K Design Method for the Gentle Sloping Fissure Strengthened by Shear Keys at Gravity Dam Foundations
【摘要】 在过去研究工作的基础上,提出了估算抗滑硐塞总宽度和等安全系数设计各硐塞宽度的公式,以及抗滑硐塞等K设计的方法和步骤,并进行了实例分析.结果说明提出的方法是可行的,可经济、安全、等K地进行设计
【Abstract】 Based on the acquired research results,the formulae used to estimate the total width of shear keys and to design the width of every key are presented.The equal K design method and procedure for keys against sliding are given.The example analyzed in this paper shows that this method is practicable and that the economic, safe and equal K design of shear keys can be conducted.
【关键词】 重力坝;
坝基;
软弱结构面;
剪力键;
【Key words】 gravity dam; dam foundations; soft structure plane; shear key;
【Key words】 gravity dam; dam foundations; soft structure plane; shear key;
【基金】 水利水电科学基金
- 【文献出处】 武汉水利电力大学学报 ,JOURNAL OF WUHAN UNIVERSITY OF HYDRAULIC AND ELECTRIC ENGINEERING , 编辑部邮箱 ,1995年06期
- 【分类号】TV642.3
- 【被引频次】3
- 【下载频次】54