摘要
简要介绍了无网格法的特点和基本原理,着重阐述了无网格法的弹塑性理论,通过采用强度折减系数法对土质边坡在自重作用下的安全系数进行了研究,结果表明利用无网格方法求解工程中的土质边坡稳定问题是合理可行的。
The paper introduces the characteristics and the basic principle for the element-free method,illustrates the elastic-plastic theory of the element-free method,researches the safety coefficient of the soil slope with the gravity effect by adopting the strength reduction efficient method,and proves that it is reasonable to solve the stability of the soil slope by using the element-free method.
出处
《山西建筑》
2011年第8期77-79,共3页
Shanxi Architecture
关键词
无网格法
土质边坡
安全系数
element-free method
soil slope
safety coefficient
