A model is erected for fs with logarithmic spiral sliding surface which can simulate the genuine sliding surface better than others , then the express of fs is deduced based on the upper bound theorem of limit analisis 采用对实际滑裂面模拟较好的对数螺旋曲线滑裂面,建立了整体稳定安全系数f _ c的模型,从极限分析中的上限理论推导了整体稳定安全系数f _ c的表达式。
Third , it puts forward the logarithmic spiral failure surface bishop steep reinforced slope limit equilibrium stability analysis method . this method is used to calculate the engineering living example and compared with the calculations of the engineering living example and compared with the calculations of the swedish circle method and proved applicable 第三,本文针对加筋陡坡潜在破裂面矢径随路堤深度而增加的特点,提出用对数螺旋线作滑动面的毕肖普法进行稳定分析,编制了稳定分析程序,并对工程实例进行了分析计算,将计算结果与瑞典圆弧法分析进行比较。
A logarithmic spiral, equiangular spiral or growth spiral is a special kind of spiral curve which often appears in nature. The logarithmic spiral was first described by Descartes and later extensively investigated by Jacob Bernoulli, who called it Spira mirabilis, "the marvelous spiral".