| 填土边坡稳定性评价及其抗滑桩设计方案的探讨 |
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| 引用本文： | 鲁绪文,王伍军,汪晓光,吴桂芹.填土边坡稳定性评价及其抗滑桩设计方案的探讨[J].贵州工业大学学报(自然科学版),2004,33(1):94-98. |
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| 作者姓名： | 鲁绪文 王伍军 汪晓光 吴桂芹 |
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| 作者单位： | 1. 贵州工业大学,资源与环境学院,贵州,贵阳,550003
2. 安徽省石台房地产开发公司,安徽,石台,247100 |
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| 摘 要： | 在介绍一中型填土边坡破坏的基础上，对其稳定性进行了分析评价，并应用抗滑桩的极限承载理论和绕流阻力理论探讨了该边坡的支护设计，对该土质边坡，提出了一套具有一定参考价值和针对性的抗滑桩设计方案。
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| 关 键 词： | 填土边坡 稳定性评价 抗滑桩 设计方案 极限承载力理论 绕流阻力 |
| 文章编号： | 1009-0193(2004)01-0094-05 |
| 修稿时间： | 2003年9月22日 |
Stability Evaluation of the Filling Slope and Discussion of the Designing Scheme of Stabilizing Piles |
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| LU Xu-wen,WANG Wu-jun,WANG Xiao-guang,WU Gui-qin.Stability Evaluation of the Filling Slope and Discussion of the Designing Scheme of Stabilizing Piles[J].Journal of Guizhou University of Technology(Natural Science Edition),2004,33(1):94-98. |
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| Authors: | LU Xu-wen WANG Wu-jun WANG Xiao-guang WU Gui-qin |
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| Institution: | LU Xu-wen~1,WANG Wu-jun~1,WANG Xiao-guang~2,WU Gui-qin~1 |
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| Abstract: | Based on the introduction of a destroyed filling slope, the slope stability is analyzed and evaluated, and the supporting scheme is studied applying the theory of ultimate bearing capacity and circle resistance. Furthermore, a set of pertinent designing methods of stabilizing piles with some reference significance for this soil slope are proposed in this paper . |
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| Keywords: | filling slope stability analysis landslide stabilizing pile ultimate bearing capacity theory circle resistance |
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