滑弧 meaning in English
slip circle
Examples
- The most dangerous sliding surface and the corresponding minimum safety coefficient under earthquake are searched . the proportion of safety coefficient falling is calculated
找出了考虑地震影响后实际工程结构的最危险滑弧圆心位置及其对应最小安全系数,计算了整体稳定安全系数的下降比例。 - Accordring to basic concept and assumes essentially on the basic of sweden method of slices , be living below the maximum equilibrium state , the function expression about stability safety homogeneous slop is deduced , and the slope surface is consist of two lines and an arc , afterwards according to analysis theory of minimal value ruling on the basic of the maximum , genetic algorithm is applied to slove the dangerousest slide situation and radius and corresponding safely factor
根据瑞典圆弧法的基本概念和基本假定，在极限平衡状态下，推导了两直线段均质斜坡稳定性安全系数函数表达式，然后根据极限分析理论的极小值原理，利用遗传算法，求出了边坡稳定性安全系数极小值，并得到最危险滑动面的滑弧半径和滑弧中心坐标。 - It supposed that the circle of sliding surface run through the foot of slide . the factor of safety is transmitted to the function of x coordinate of the intersection point of the tangent at the scrap of the circle and x axis . so , the two - dimension area of searching is changed to one - dimension
该方法先固定潜在滑动圆弧的上、下边界点，利用滑弧后缘处的切线与x坐标轴交点的位置确定了滑弧的曲率，将二维搜索面域简化为一维搜索线域，搜索的上、下限有严格的界定，不存在漏点问题。 - Through the excel program , and combining the inside and outside environment of the excavation and stress field and displace field , the data of stress and displacement of points are analyzed in variable depth and load grade and terminal state . the spss software has been applied to the statistics of geometry parameter of failure surface , and the failure surface criterion is created by the linearity regression from d ( the longest horizontal distance between the failure surface and the side face of the slope ) , ho ( the depth
此外，应用spss软件对试验破坏滑弧的几何参数进行统计分析，并对滑弧的最大水平深入距离d及d处至坑底的高度h _ 0结合各水理指标进行多元线性回归，建立滑面的判据，并对此判据进行修正，且用实际工程对其进行评价，通过反算已知滑面的c 、值，表明边界条件对破坏形式有极大的干扰作用，所直接看到的破坏类型土体不是发生整体滑移破坏，而是剥落式的溃屈破坏。 - In this paper , explicit solution for bishop method is deduced on the base of stress distributing along the slip surface which is assumed beforehand . moreover , optimization method for slip surface is introduced in the following process . the whole process is so simple that easily mastered by engineers
本文基于极限平衡理论，在事先假定滑面上应力分布形式的基础上，推导了毕肖普法的显式解，并且在此基础上介绍了滑弧优化方法，其方法简单，很容易被工程人员掌握，同时也简化了利用毕肖普法分析边坡稳定的过程。