| 考虑水位变动影响的粘土质缓坡稳定性分析 |
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| 引用本文： | 肖国峰,陈从新,林涛,刘才华. 考虑水位变动影响的粘土质缓坡稳定性分析[J]. 岩土力学, 2004, 25(11): 1754-1756 |
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| 作者姓名： | 肖国峰 陈从新 林涛 刘才华 |
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| 作者单位： | 1.中国科学院武汉岩土力学研究所，湖北 武汉 430071；2.武汉市武昌区建设局，湖北 武汉 430061 |
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| 基金项目： | 国家自然科学重点基金(No.50239070)，国家重点基础研究发展规划项目(No.2002CB412704)，中国科学院武汉岩土力学研究所领域前沿基金(No.110217)。 |
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| 摘 要： | 介绍了镇江市黄山粘土质滑坡的工程地质特征及滑动过程；分析了该滑坡的变形破坏机制；运用基于强度折减技术的有限差分方法对该滑坡进行数值仿真模拟，较好地模拟出现场实际的滑坡特征，并分析了水位变动影响下的粘土质缓坡稳定性。研究表明，采用降水措施可以显著地提高粘土质缓坡的整体稳定性。
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| 关 键 词： | 工程地质 边坡稳定性 水位变动 粘土质缓坡 |
| 文章编号： | 1000-7598-(2004)11-1754-04 |
| 收稿时间： | 2003-11-18 |
Stability analysis of clayey gentle slopes considering variation of water level |
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| XIAO Guo-feng,CHEN Cong-xin,LIN Tao,LIU Cai-hua. Stability analysis of clayey gentle slopes considering variation of water level[J]. Rock and Soil Mechanics, 2004, 25(11): 1754-1756 |
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| Authors: | XIAO Guo-feng CHEN Cong-xin LIN Tao LIU Cai-hua |
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| Affiliation: | 1.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2.Administrative Bureau of Wuchang District, Wuhan 430071, China |
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| Abstract: | Firstly, the paper introduces engineering geological condition and process of sliding of clayey gentle slope of Huangshan in Zhengjiang. Secondly, deformation and sliding mechanism of the landslide are analyzed. Furthermore, numerical simulation by means of finite difference method and strength reduction technique is implemented; and the result corresponds exactly to the field properties of the landslide. The clayey gentle slope stability is also analyzed considering variation of water level. The result indicates that usage of waterdrainage measure can improve notably stability of the slope. |
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| Keywords: | engineering geology slope stability variation of water level clay-gentle slope |
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