|
|||||
|
|
| 不灌浆斜缝重力坝稳定分析 | |
| 引用本文： | 许晓东,江益平,胡群革.不灌浆斜缝重力坝稳定分析[J].浙江水利水电专科学校学报,2005,17(4):7-9. |
| 作者姓名： | 许晓东 江益平 胡群革 |
| 作者单位： | 1. 浙江省水电勘测设计院,浙江,杭州,310002 2. 亭下水库管理局,浙江,奉化,315501 3. 浙江水利水电专科学校,浙江,杭州,310018;河海大学,江苏,南京,210098 |
| 基金项目： | 国家高技术研究发展计划(863计划) |
| 摘 要： | 某水库大坝为不灌浆斜缝重力坝,进行稳定复核时,必须考虑到斜缝对大坝整体的影响.先用薄层单元模拟不灌浆斜缝,通过有限元分析斜缝对亭下大坝应力影响,在此基础上采用规范规定方法计算大坝稳定.计算结果表明此方法可行,该大坝处于稳定状态. |
| 关 键 词： | 重力坝 斜缝 稳定 |
| 文章编号： | 1008-536X（2005）04-0007-03 |
| 收稿时间： | 2005-09-09 |
| 修稿时间： | 2005年9月9日 |
Stabilization Analysis on Non-grouted Oblique Jointed Gravity Dam |
|
| XU Xiao-dong,JIANG Yi-ping,HU Qun-ge.Stabilization Analysis on Non-grouted Oblique Jointed Gravity Dam[J].Journal of Zhejiang Water Conservancy and Hydropower College,2005,17(4):7-9. | |
| Authors: | XU Xiao-dong JIANG Yi-ping HU Qun-ge |
| Affiliation: | 1. Zhejiang Design Institute of Water Conservancy and Hydroelectric Power, Hangzhou 310002, China; 2. TingXia Reservoirs Administration Bureau, Fenhua 315501, China;3 .Zhejiang Water Conservancy and Hydropower College, Hangzhou 310018, China;4. College of Water Conservancy and Hydropower Eng., Hehai University, Nanjing 210098, China |
| Abstract: | Stabilization Analysis of non-grouted oblique jointed gravity darn is studied hereby based on the thin layer FEM. The stabilization is proved about the non-grouted oblique jointed gravity darn, |
| Keywords: | gravity darn oblique joint stabilization |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |