摘要
分析了有限元强度折减法的原理,阐述了强度折减法破坏准则,通过对算例结果进行比较,阐明了在边坡稳定分析中计算参数、边界范围和网格的疏密对强度折减法结果的影响。
The paper makes analysis on the principle of strength reduction method, discusses the destruction principle of strength reduction method. Through the contrast of the calculation results, it displays the influence of the calculation parameters, boundary range, sparse and dense of the grid on the strength reduction method in the slope stability analysis.
出处
《山西建筑》
2010年第6期87-88,共2页
Shanxi Architecture
关键词
强度折减法
数值模拟
边坡
参数
strength reduction method, numerical simulation, slope, parameters
