摘要
应用对数螺线法、简化毕肖甫（Bishop）法、斯宝塞（Spencer）法和力平衡法对加筋土坡进行稳定分析，讨论不同方法和加筋力对安全系数的影响，提出加筋土坡稳定分析的较好方法。
Stability computations for reinforced slopes have been performed vsing the logarithmic spiral, Bishop simplified, Spencer's and force equilibrium procedures. The effect of procedures used and reinforcement forces on the computed factors of safety is discussed. The excellent procedure is recomrnended for stability analyses of reinforced slopes.
出处
《石家庄铁道学院学报》
1996年第4期55-61,共7页
Journal of Shijiazhuang Railway Institute
关键词
加筋土坡
极限平衡
稳定分析
安全系统
路堤
Reinforced slope
Limit equilibrium
Stability analysis
Factor of safety
