| 折减系数在边坡中的应用 |
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| 引用本文： | 周军. 折减系数在边坡中的应用[J]. 湖南农机, 2007, 0(11): 7-8 |
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| 作者姓名： | 周军 |
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| 作者单位： | 湖南城建职业技术学院土木工程系,湖南,湘潭,411101 |
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| 摘 要： | 选择边坡内某些监测点的位移特征作为强度折减法的边坡破坏判据.为分析边坡滑面的位置和位移方式选取的合理性,分别对均质土坡建立数值模型,计算结果与实地调查相吻合.
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| 关 键 词： | 边坡 强度折减 监测点 数值模型 |
| 文章编号： | 1007-8320(2007)11-0006-02 |
| 修稿时间： | 2007-09-25 |
Application of Slope by the Factors of Reduction |
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| ZHOU Jun. Application of Slope by the Factors of Reduction[J]. Hunnan Agricultural Machinery, 2007, 0(11): 7-8 |
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| Authors: | ZHOU Jun |
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| Affiliation: | Hunan Urban Construction College Xiangtan 411101 |
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| Abstract: | The displacement mutation characteristic of monitoring point is chosen as the material failure criterion in shear strength reduction method. In order to analyze the rationality of the chosen point's location and the displacement mode, numerical calculation models are founded for isotropic soil slope separately. Some monitoring points are located in slope. It is known that the calculation and reality is consistent. |
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| Keywords: | Slope Shear strength reduction monitoring point numerical calculation moded |
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