【摘要】 在改进条分法分析土坡稳定性的基础上,根据对水平滑面双滑块摩擦滑动模型研究,提出了滑动系数的概念,继而推导和归纳出双滑块及多滑块体系中以土条稳定系数求解土坡稳定系数的理论公式。更多还原

【Abstract】 Resorting to analysis of earth slope stability with improved slice method and research on double-slider friction slippage model on a horizontal sliding surface,a concept of slide coefficient was put forward. Furthermore,the theory formulas of calculating stable coefficient of slope based on stable coefficient of slices in double-slider and multi-slider system were deduced and induced respectively.更多还原