填土边坡稳定性评价及其抗滑桩设计方案的探讨  

Stability Evaluation of the Filling Slope and Discussion of the Designing Scheme of Stabilizing Piles

作　　者：鲁绪文[1] 王伍军[1] 汪晓光 吴桂芹[1] 

机构地区：[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

出　　处：《贵州工业大学学报（自然科学版）》2004年第1期94-98,共5页Journal of Guizhou University of Technology(Natural Science Edition)

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。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 .

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 

分 类 号：TU457[建筑科学—岩土工程] TU753.3[建筑科学—土工工程]