| 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 |
| |
| 引用本文： | 段亚辉. 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[J]. 武汉大学学报(工学版), 1995, 0(6) |
| |
| 作者姓名： | 段亚辉 |
| |
| 作者单位： | 武汉水利电力大学水力发电工程系 |
| |
| 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
|
| 关 键 词： | 重力坝，坝基，软弱结构面，剪力键 |
Study on the Equal K Design Method for the Gentle Sloping Fissure Strengthened by Shear Keys at Gravity Dam Foundations |
| |
| Duan Yahui. Study on the Equal K Design Method for the Gentle Sloping Fissure Strengthened by Shear Keys at Gravity Dam Foundations[J]. Engineering Journal of Wuhan University, 1995, 0(6) |
| |
| Authors: | Duan Yahui |
| |
| Affiliation: | Department of Hydroelectric Engineering |
| |
| 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. |
| |
| Keywords: | gravity dam dam foundations soft structure plane shear key |
| 本文献已被 CNKI 等数据库收录！ |
