摘要
在完善刚体极限平衡分析矢量法的基础上 ,采用树状结构深度优先的启发式搜索 ,建立了对岩石边坡寻找最危险滑动组合及相应整体抗滑稳定安全系数的方法。该方法已用程序实现 。
On the basis of improving the limit equilibrium method of rigid body, the most dangerous sliding block combination of rock slope is studied by enlightening search of information with precedence of tree like structure depth. The global slope safety factor against sliding can be obtained using the proposed method. The method has been implemented in a computer software and the rock slope of Xiaowan arch dam abutment has been studied.
出处
《岩土力学》
EI
CSCD
2000年第2期148-151,共4页
Rock and Soil Mechanics
关键词
极限平衡
块体组合
启发式搜索
岩石边坡
slope, limit equilibrium, block combination, enlightening search
