| 裂隙岩体渗流对边坡稳定影响耦合分析 |
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| 引用本文： | 王军. 裂隙岩体渗流对边坡稳定影响耦合分析[J]. 湖南农机, 2007, 0(11): 173-174 |
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| 作者姓名： | 王军 |
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| 作者单位： | 湖南城建职业技术学院,湖南,湘潭,411101 |
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| 摘 要： | 裂隙中的渗流是岩石边坡失稳的重要因素之一, 根据工程实践,提出了利用三维数值模拟的耦合模型并利用强度折减法来计算复杂边坡的安全系数和应力、应变分布.分析表明,计算结果与实地调查相吻合.
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| 关 键 词： | 渗流力学 边坡稳定 耦合 安全系数 |
| 文章编号： | 1007-8320(2007)11-0173-02 |
| 修稿时间： | 2007-10-02 |
Stability And Coupling Analysis of Slope on Seepage of Crack Rock |
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| WANG Jun. Stability And Coupling Analysis of Slope on Seepage of Crack Rock[J]. Hunnan Agricultural Machinery, 2007, 0(11): 173-174 |
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| Authors: | WANG Jun |
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| Affiliation: | Hunan Urban Construction College Xiangtan 411101 |
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| Abstract: | Seepage is an important factor in the failure of rock slope. Based on practice of engineering, coupling model on 3D numerical calculation is applied. Safety factor of complicated rock slope is provided with strength reduction. It is obtained that the displacement ,stress from analysis of the calculation results and beginning to end treatment. It is known that the calculation and reality is consistent. |
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| Keywords: | seepage mechanics slope stability coupling safety factor |
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