摘要
通过建立某边坡的模型,采用基于有限差分法的强度折减法与刚体极限平衡法,分别对该边坡的原始状态以及锚杆加固后边坡的稳定性进行了分析。得到了相应的边坡最危险界面与稳定系数,为边坡加固方案提供了参考依据。
A slope model was established.Adopting the strength reduction method and rigid body limit equilibrium method the original state of the slope stability and bolt reinforced slope stability are analyzed,obtained corresponding the most dangerous slope interface,and provided a reference for reinforcement the slope.
出处
《科学技术与工程》
北大核心
2012年第1期230-233,共4页
Science Technology and Engineering
关键词
边坡稳定
有限差分法
强度折减法
刚体极限平衡法
slope stability finite difference method the strength reduction method rigid body limit equilibrium method
