| 复杂地质条件下重力坝深层抗滑稳定非线性有限元研究 |
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| 引用本文： | 简祥,何江达. 复杂地质条件下重力坝深层抗滑稳定非线性有限元研究[J]. 吉林水利, 2006, 0(7): 1-4 |
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| 作者姓名： | 简祥 何江达 |
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| 作者单位： | 四川大学水利水电学院,四川,成都,610065 |
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| 摘 要： | 由于某重力坝的坝基地质情况非常复杂,本文利用非线性有限元对18#坝段坝基的深层抗滑稳定性和超载条件下坝基的破坏模式进行了研究,同时对加固后的地基抗滑稳定性做了稳定性复核。
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| 关 键 词： | 重力坝 深层抗滑稳定性 超载法 有限单元法 |
| 文章编号： | 1009-2846（2006）07-0001-04 |
| 收稿时间： | 2006-04-12 |
| 修稿时间： | 2006-04-12 |
Research of nonlinear finite element of gravity dam against sliding in deep under complicated geological condition |
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| Jian Xiang,He Jiang-da. Research of nonlinear finite element of gravity dam against sliding in deep under complicated geological condition[J]. Jilin Water Resources, 2006, 0(7): 1-4 |
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| Authors: | Jian Xiang He Jiang-da |
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| Abstract: | This paper has researched the damaging models under deep anti-sliding stability and overload in 18th segment!of the dam foundation with nonlinear finite element,and checked the stability against sliding after the foundation reinforced,for the foundation geology situations of the gravity dam are complicated. |
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| Keywords: | gravity dam deep anti-sliding stability overload method finite-element method |
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