节点文献
边坡稳定的有限元塑性极限分析
Plastic limit analysis of slope stability using finite element
【摘要】 系统地介绍了结构塑性极限分析的原理和方法。借助有限单元法和线性规划,运用塑性极限分析的下限法,可求解岩土边坡的极限承载力和安全系数。算例表明了该方法的正确性并具有较高的精度,同时,分析了该方法的困难所在。
【Abstract】 The theory and method of the plastic limit analysis have been introduced systematically; by using the finite element methods and linear programming, the lower limit method can evaluate the bearing capacity and the safety factor of the rock-soil slope .The example shows the correctness and the high precision of this method; meanwhile, its difficulty has been analyzed.
【关键词】 节理;
塑性极限分析;
下限法;
安全系数;
【Key words】 joint; plastic limit analysis; lower limit method; safety factor;
【Key words】 joint; plastic limit analysis; lower limit method; safety factor;
- 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2003年05期
- 【分类号】TU432
- 【被引频次】77
- 【下载频次】620