| 试论宝泉抽水蓄能电站岩基抗滑稳定参数的确定 |
| |
| 引用本文： | 黄志全,李华晔.试论宝泉抽水蓄能电站岩基抗滑稳定参数的确定[J].华北水利水电学院学报,1997,18(3):6-11. |
| |
| 作者姓名： | 黄志全 李华晔 |
| |
| 作者单位： | 华北水利水电学院地质系，河南省电力勘测设计院 |
| |
| 摘 要： | 以宝泉抽水蓄能电站工程的抗剪试验资料为依据，讨论了岩体抗剪参数ｃ，ｆ值的选取方法，推导了ｃ，ｆ的数字特征公式。通过对比分析表明，岩体抗剪参数具有随机和模糊两重性，故采用随机—模糊法选取ｃ，ｆ值，会更符合实际；给出的数字特征公式，可对参数ｃ，ｆ值的波动性及相关性进行检验。
|
| 关 键 词： | 抗剪参数 最小二乘法 随机－模糊法 数字特征 |
Study of Determining the Parameters of Stability against Sliding of Rock Foundation for Baoquan Pumped Storage Power Station |
| |
| Huang Zhiqun \ Li Huaye,Jiang Xiaochen.Study of Determining the Parameters of Stability against Sliding of Rock Foundation for Baoquan Pumped Storage Power Station[J].Journal of North China Institute of Water Conservancy and Hydroelectric Power,1997,18(3):6-11. |
| |
| Authors: | Huang Zhiqun \ Li Huaye Jiang Xiaochen |
| |
| Affiliation: | Huang Zhiqun 1\ Li Huaye 1 Jiang Xiaochen 2 ( 1North China Institute of Water Conservancy and Hydroelectric Power Dept. of Rock and Soil Engineering Zhengzhou\ 450045 |
| |
| Abstract: | The method of the parameters of determining rock foundation for Baoquan Pumped Storage Power Station has been discussed,based on the data of shear test in the project.The formulae of mumerical character of c and f are derived.The results of comparision and analysis prove that the random-fuzzy method is more realisitic and better than the others because the parameters of rock foundation have the ramdomness and fuziness,and that the formulae of numerical character advanced in the paper can verify the variation and interrelation of c and f. |
| |
| Keywords: | Shear parameters\ Least spuare method\ Random-fuzzy method\ Mumerical character |
| 本文献已被 CNKI 维普 等数据库收录！ |
