论文部分内容阅读
在岩土边坡的稳定性分析中,为了利用极限平衡法确定边坡在一定条件下的安全系数,必须首先找出最危险滑裂面的位置。目前常用的做法是首先假定一系列可能的滑裂面,然后分别对每个滑裂面计算与之相应的安全系数,最后取安全系数最小的面为最危险滑裂面。然而,当边坡外形及岩土层分布
In the stability analysis of geotechnical slope, in order to use the limit equilibrium method to determine the safety factor of a slope under certain conditions, the location of the most dangerous slip surface must be found first. The current practice is to first assume a series of possible slip planes, and then calculate the corresponding safety factor for each slip plane, and finally take the plane with the smallest safety factor as the most dangerous slip plane. However, when the slope profile and the distribution of rock and soil layers