摘要
简要介绍了同济曙光边坡稳定分析软件的主要特点,并针对许多软件中存在的“破弧”问题,在前人研究的基础上提出一套完整的优化数学模型,该解法收敛速度更快、逻辑性和系统性更强。最后,通过2个具体算例验证该方法的可行性。
The main characteristics of Tongji Shuguang slope stability analysis software are introduced generally.Aiming at the problem of broken arcs existing in many kinds of software of slope stability analysis,a set of integrated optimization model is put forward.The model has higher convergence rate,and better logicality and integrity.Finally,the feasibility of the model is proved by two examples.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2004年第z1期4456-4459,共4页
Chinese Journal of Rock Mechanics and Engineering
关键词
土力学
圆弧滑动
优化方法
破弧
soil mechanics,arc sliding,optimization method,broken arc
