| 土质边坡稳定分析中条分法与有限元法的比较 |
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| 引用本文： | 杨静,何江达,胡德金.土质边坡稳定分析中条分法与有限元法的比较[J].四川水力发电,2003,22(1):27-29. |
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| 作者姓名： | 杨静 何江达 胡德金 |
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| 作者单位： | 四川大学,水电学院,四川,成都,610065 |
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| 摘 要： | 对比分析了土质边坡稳定性计算中条分法和有限元法的特点，讨论了在有限元法中边坡稳定系数的计算方法，并针对铜钟水电站库区左岸滑坡分别采用条分法和有限元法研究其稳定性，计算结果表明两种计算方法得到的滑坡稳定系数规律相同，但条分法计算值一般大于有限元值，反映出条分法中部分基本假设与实际情况存在一定差异。
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| 关 键 词： | 稳定分析 土质边坡 有限元法 条分法 安全系数 |
| 文章编号： | 1001-2184(2003)01-0027-03 |
| 修稿时间： | 2002年3月27日 |
Contrast of Slice Method with Finite Element Method for Earth Slope Stability Analysis |
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| YANG jing,HE Jiang,da,HU De,jin.Contrast of Slice Method with Finite Element Method for Earth Slope Stability Analysis[J].Sichuan Water Power,2003,22(1):27-29. |
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| Authors: | YANG jing HE Jiang da HU De jin |
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| Abstract: | In this paper , the characteristics of slice method (SM) and finite element method (FEM) for earth slope stability calculation are contrasted and analyzed , and calculation method for slope stability factor in FEM is discussed . The slope stability for left bank landslide of Tongzhong reservoir is analyzed by means of SM and FEM respectively . The calculation indicates that the variation of slope stability factor is the same from two methods , but calculation values from SM are greater than those from FEM , which suggests the principle presupposition of SM is different from practices. |
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| Keywords: | earth slope finite element method slice method safety factor |
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