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| 基于有限元法的混凝土重力坝抗滑稳定分析 | |
| 引用本文： | 张军涛,姜礼斌,唐春凤. 基于有限元法的混凝土重力坝抗滑稳定分析[J]. 四川建筑科学研究, 2010, 36(6) |
| 作者姓名： | 张军涛 姜礼斌 唐春凤 |
| 作者单位： | 1. 上海勘测设计研究院,上海,200434 2. 远东集团上海力进铝质工程有限公司,上海,200023 3. 中国石油工程建设公司,北京,100011 |
| 摘 要： | 抗滑稳定分析是混凝土重力坝设计中一项十分重要的内容,其目的是核算坝体在各种工况作用下沿坝基面或沿地基深层软弱结构面的抗滑稳定安全性。利用有限元法计算坝体的应力和位移,较精确地考虑了坝体所受到的各种荷载及复杂的地质情况,并可以基于此计算结果分析坝体的抗滑稳定性,为坝工设计提供可靠的指导依据。 |
| 关 键 词： | 有限元法 混凝土重力坝 抗滑稳定 |
Using FEM analysis on slide of concrete gravity dam |
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| ZHANG Juntao,JIANG Libin,TANG Chunfeng. Using FEM analysis on slide of concrete gravity dam[J]. Building Science Research of Sichuan, 2010, 36(6) | |
| Authors: | ZHANG Juntao JIANG Libin TANG Chunfeng |
| Affiliation: | ZHANG Juntao1,JIANG Libin2,TANG Chunfeng3(1.Shanghai Investigationg Design & Research Institute,Shanghai 200434,China,2.Fareast Group Net Shanghai Fortune Aluminum Work Co.LTD.,Shanghai 200023,3.China Petroleum Engineering & Construction Corporation,Beijin 100011,China) |
| Abstract: | Stability against sliding of foundation analysis is a very important problem of concrete gravity dam design,the aim is accounting slide stability of dam in a variety of working conditions under the surface along the foundation or along the weak structure of the deep foundation.Using finite element method can calculate dam of the stress and displacement,consider a variety of loads and complex geological conditions,and then can calculate slide stability of dam based on the results,provide a reliable basis for... |
| Keywords: | finite element method concrete gravity dam slide stability |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |