| 西龙池抽水蓄能电站地下厂房围岩稳定三维非线性分析 |
| |
| 引用本文： | 肖明,龚玉锋,俞裕泰. 西龙池抽水蓄能电站地下厂房围岩稳定三维非线性分析[J]. 岩石力学与工程学报, 2000, 19(5): 557-557 |
| |
| 作者姓名： | 肖明 龚玉锋 俞裕泰 |
| |
| 作者单位： | 武汉水利电力大学水力发电工程系,武汉,430072 |
| |
| 摘 要： | 采用三维非线性有限元对层状各向异性岩体中洞群围岩稳定性进行了分析论证。通过多种方案计算和比较,论证了大型洞室参数、支护型式优化、支护参数优化以及开挖方式的合理性, 为工程设计提供了可靠的依据。
|
| 关 键 词： | 层状各向异性围岩稳定支护优化 |
| 收稿时间： | 1999-05-13 |
| 修稿时间： | 1999-09-10 |
THREE DIMENSIONAL STABILITY ANALYSIS ON SURROUNDING ROCK OF UNDERGROUND HOUSES OF XILONGCHI PUMPED STORAGE HYDRO-POWER STATION |
| |
| Xiao Ming,Gong Yufeng,Yu Yutai. THREE DIMENSIONAL STABILITY ANALYSIS ON SURROUNDING ROCK OF UNDERGROUND HOUSES OF XILONGCHI PUMPED STORAGE HYDRO-POWER STATION[J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(5): 557-557 |
| |
| Authors: | Xiao Ming Gong Yufeng Yu Yutai |
| |
| Abstract: | The stability of undergroundhouses in stratified anisotropical rocks is analyzed using three dimensional nonlinearfinite element model. Through comparison of the results of assorted computation schemes,rational arrangement of large-scale houses and optimum selection of anchoring support aswell as feasible excavation sequences are illustrated. The results provide a reliablebasis for project design. |
| |
| Keywords: | stratified anisotropy surrounding rocks stability anchoring support optimization |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《岩石力学与工程学报》浏览原始摘要信息 |
|
点击此处可从《岩石力学与工程学报》下载全文 |
