| 高烈度边坡工程地震稳定性分析研究 |
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| 引用本文： | 梁义聪,聂影. 高烈度边坡工程地震稳定性分析研究[J]. 贵州大学学报(自然科学版), 2011, 28(4): 106-109 |
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| 作者姓名： | 梁义聪 聂影 |
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| 作者单位： | 1. 中冶赛迪工程技术股份有限公司,重庆,401122
2. 重庆赛迪冶炼装备系统集成工程技术研究中心有限公司,重庆,401133 |
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| 摘 要： | 针对目前边坡高度不断增高的趋势,结合拟建的某新基地工程实例,采用毕肖普法分别进行边坡在静力、单向地震力和双向地震力条件下的抗震稳定性分析.通过本项目的研究,研究成果给出边坡安全系数与坡高的关系,对实际工程具有一定的指导意义.
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| 关 键 词： | 地震 安全系数 坡高 稳定分析 |
Slope Seismic Stability Analysis of High Intensity Earthquake Zone |
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| LIANG Yi-cong,NIE Ying. Slope Seismic Stability Analysis of High Intensity Earthquake Zone[J]. Journal of Guizhou University(Natural Science), 2011, 28(4): 106-109 |
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| Authors: | LIANG Yi-cong NIE Ying |
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| Affiliation: | LIANG Yi-cong1,NIE Ying2 (1.CISD Engineering Co.LTD,Chongqing 401122,China,2.CISDI Chongqing Iron & Steelmaking Plant Integration Co.,Ltd.,Chongqing 401133,China) |
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| Abstract: | Against the trend of increasing embankment slope,the slope stability in the static,one-direction seismic and bi-direction seismic condition was analyzed by Bishop method.It is analyzed and discussed by a practical engineering example.The research of relationship between safety factor and slope height has guiding significance and reference value for the practice construction project. |
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| Keywords: | seismic safety factor slope height stability analysis |
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