| 不同因素影响下高边坡稳定性评价及防护措施 |
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| 引用本文： | 黄向东,王谭.不同因素影响下高边坡稳定性评价及防护措施[J].路基工程,2015,0(3):223-227. |
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| 作者姓名： | 黄向东 王谭 |
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| 作者单位： | 1.中交第四航务工程勘察设计院有限公司, 广州 510230 |
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| 摘 要： | 探讨了降雨和地震作用下高边坡稳定性受影响机理。以典型工程实例为背景,借助有限元软件,建立较为精细的有限元模型,利用静力强度折减法与动力时程法计算得到不同外部条件作用对高边坡稳定性的影响,而后基于分析结果制定防护措施。结果表明:降雨与地震均对边坡稳定性产生了显著影响,安全系数较自重作用分别降低12.3%与25.2%。塑性区的贯通是边坡破坏的必要条件,而非充分条件。高岩质边坡通过微型桩加固后,安全系数提高了33.8%,说明该类防护措施可以有效控制边坡滑动。
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| 关 键 词： | 高边坡 稳定性 影响因素 影响机理 防护加固 数值分析 |
| 收稿时间： | 2019-11-12 |
Stability Evaluation of High Slope under Different Influencing Factors and the Protection Measures |
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| Authors: | HUANG Xiangdong WANG Tan |
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| Abstract: | This paper discussed the mechanism of how rainfall and seismic actions influence stability of high slope. Depending on typical engineering project and finite element software, the fine finite element model was established, through which the effects of different external conditions on high slope stability were obtained by means of static strength reduction and dynamic time history analysis, and then the related protection measures were specified. The result shows that both rainfall and earthquake have significant effect on stability of high slope with the safety factor, comparing to that under the action of gravity, reduced by 12.3 % and 25.2 %, respectively. The cut-through of plastic zone is not the sufficient condition, but the necessary condition of slope failure. High rock slope has safety factor increased by 33.8 % after reinforced by micro-piles, showing such protection measures may control slope sliding effectively. |
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| Keywords: | high slope stability influencing factors influencing mechanism protection and reinforcement numerical analysis |
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