滑动面是滑坡体移动时，它与不动体（母体）之间形成一个界面并沿其下滑，这个面就叫做滑动面，简称滑面。滑动面通常是上陡下缓，近似圆弧形。是滑坡地貌的重要组成部分之一。
圆弧滑动面 circlar sliding surface ; circlar slip surface ; circular failure surface
滑动面板 Swipepad ; Sliding Panels
不连续滑动面 broken sliding surface
危险滑动面 most dangerous slip surface
主动滑动面 Active surface of sliding
潜在滑动面 potential slip surface ; mobilized plane
复合滑动面 composite slip surface ; composite sliding surface
被动滑动面 passive surface of sliding
复式滑动面 composite surface of sliding
The results indicate that the safety factor quantity, the corresponding shape of critical slip surface and its location of these two FEMs are very close.
研究表明，两类有限元方法得到的安全系数大小以及相应滑动面形状和位置均十分接近。
参考来源 - 边坡稳定有限元分析方法中若干应用问题研究The landslides we study are those with double sliding plane and reverse rock-layer. The interaction of the two sliding planes and the anti-sliding function of the reverse foreside make them have special deformation and failure mechanism.
双层反翘型滑坡是指具有双层滑动面和前缘反翘特征的滑坡。
参考来源 - 双层反翘滑坡渐进破坏力学模型及时效变形分析For circle failure surface, this paper uses GA’s theory to search the center of a circle and the radius of it separately, and based on simple Bishop method to compute the safety factor ( F ), and compiled program successfully.
2．针对圆弧形滑动面法，采用嵌套式的遗传算法分别对滑动圆弧的圆心、半径进行遗传进化搜索，基于简化Bishop原理进行稳定系数的计算，成功的编制了程序。
参考来源 - 遗传算法在边坡稳定性评价中的应用Aiming at the problem of stabilizing pile of landslide, the imbalance thrust method is adopted to calculate the thrust of stabilizing pile. The pile segment under the slide surface is treated as elastic.
4． 针对滑坡的抗滑桩问题，本文采用不平衡推力法进行抗滑桩的推力计算，对滑动面以下按弹性桩进行计算。
参考来源 - 基于遗传算法的桩土边坡稳定性优化分析研究Based on the non-circular slip surface, the potential sliding body was brougt forward. The time-history average yielding acceleration and the time-history average sliding acceleration was presented on the basis of time-history vertical acceleration.
以任意滑动面为基础,依据拟静力极限平衡法确定潜在滑动体。
参考来源 - 高土石坝抗震稳定与变形分析The result shows the water level is 156～175 meters when its slide surface is run-through. So the probability to slip of the landslide is higher when the water level of the three gorges reservoir impounds is to 175 meters.
对白家包滑坡的数值模拟分析中得知，该滑坡滑动面贯通是在156m～175m蓄水之间，当三峡水库蓄水至175m时，滑坡发生滑动的危险性增大。
参考来源 - 香溪河河口—高阳段土质岸坡稳定性评价·2,447,543篇论文数据，部分数据来源于NoteExpress
沿滑动面产生滑动的塑性楔体。
采用一条折线模拟边坡滑动面。
运用这种处理方法，可以近似反映接触面处的位移状态并模拟结构中实际存在的滑动面。
By employing the treatment, the displacement state at the interface is considered and the actual sliding area existing in the structure is simulated approximately.
应用推荐