摘要
作者建立了加筋土边坡稳定性随机分析的极限状态方程及其求解方法，通过工程实例分析，对加筋边坡的定值分析与随机分析进行了比较，并探讨了影响加筋边坡随机分析的因素及其规律性．
A limit state equation on random analysis of the stability of reinforced soil slopes and a solution of the equation is presented.By case study,the comparison of definite analysis against random analysis of reinforced soil slopes is discussed,together with the regularity and the effect of factors on its random analysis.
出处
《重庆交通学院学报》
1999年第1期104-112,共9页
Journal of Chongqing Jiaotong University
关键词
加筋土边坡
边坡
公路
随机分析
稳定性
reinforced soil slopes,random analgsis,reliability index,wrecking probability
