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基于三维多重网格法的极限平衡法在锦屏高边坡稳定性分析中的应用
杨强 ; 朱玲 ; 薛利军 ; YANG Qiang ; ZHU Ling ; XUE Li-jun
2010-06-10 ; 2010-06-10
关键词边坡工程 刚体极限平衡法 块体 滑动面 slope engineering rigid limit equilibrium method blocks sliding surfaces TU43
其他题名APPLICATION OF LIMIT EQUILIBRIUM METHOD TO STABILITY ANALYSIS OF JINPING HIGH SLOPE BASED ON 3D MULTI-GRID METHOD
中文摘要结合锦屏高边坡三维非线性有限元仿真分析,对高边坡整体稳定分析的极限平衡计算方法进行了研讨。提出并采用多重网格的概念和方法,将有限元的应力成果转移到任一滑面(平面或曲面)上,进而分析滑面的稳定状态,包括滑面的应力、屈服区与剪应力的分布及变化过程,并可求出类似刚体极限平衡法的滑面安全系数和滑块体安全系数,进而对块体变形直至失稳的全过程进行了全面深入的探讨。; Based on 3D nonlinear FEM analysis of Jinping high slope,the rigid limit equilibrium method in the stability analysis of high slope is discussed.The first stage hydropower station of Jinping locates between in Yanyuan county and Muli county in Sichuan province.It is an important cascade hydropower station in Yalong River.The high slopes of both left and right banks of Jinping Hydropower Station are on large scales,and the geology is complicated too.The excavated slopes of this project include the excavated slope of spandrel groove and cable machine platform.The concept and method of multiply mesh are put forward,and the stress result of FEM is tranferred to any sliding surface(plane or surface).In this way,the stability state of sliding surfaces can be analyzed.The stress distribution on sliding surfaces of sliding blocks is computed,including the safety factor of the sliding surfaces and blocks at each load step,yield area,normal strength and shear strength of sliding surfaces during overloading.Based on the results,the process of sliding blocks' failure due to deformation is discussed systemically.This findings can provide a more profound cognition on limit equilibrium analysis for stability analysis of high slope in practical engineering.; 国家自然科学基金资助项目(50279016); 国家重点基础研究发展规划(973)项目(2002CB412708)
语种中文 ; 中文
内容类型期刊论文
源URL[http://hdl.handle.net/123456789/59530]  
专题清华大学
推荐引用方式
GB/T 7714
杨强,朱玲,薛利军,等. 基于三维多重网格法的极限平衡法在锦屏高边坡稳定性分析中的应用[J],2010, 2010.
APA 杨强,朱玲,薛利军,YANG Qiang,ZHU Ling,&XUE Li-jun.(2010).基于三维多重网格法的极限平衡法在锦屏高边坡稳定性分析中的应用..
MLA 杨强,et al."基于三维多重网格法的极限平衡法在锦屏高边坡稳定性分析中的应用".(2010).
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