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。
检查活塞环以及填料函圈的滑动面。
Check the slide faces of the piston rings and stuffing box rings.
在理论上证明，滑移线族就是满足屈服准则的滑动面族。
It proves theoretically that the slip line family is just the slip surface family meeting the yield criteria.
但是在模型试验中，却发现两个破裂滑动面都是倾斜的。
In was found from several model tests showing that, there are two fracture sliding planes yet none of them is vertical.
该滑动面方法，有许多变化的一体化~包括钉弯曲效果！
This slip surface approach, with a number of variations including the incorporation of nail bending effects!
应用临界滑移场技术，对排土场边坡进行临界滑动面搜寻。
The critical sliding field technology was used to probe the sliding surface of a waste-dump slope.
该文结合工程实例，综合分析研究了岩质高边坡的潜在滑动面。
The paper studies potential sliding surface of high rock slope using comprehensive analysis method integrated with an engineering case.
利用随机走步法不断更新试算滑动面，使其安全系数不断减小。
The trial slip surfaces are verified frequently by the random walking method and gradually tend to the critical slip surface.
该方法给出了滑坡破坏加速度判据并能够精确反算滑动面力学参数。
This method presented the criteria for the acceleration of failure by slope-sliding and was able to do inverse computation of parameters of mechanics on slide surface.
根据形态识别出平直截切型、弯曲起伏型、渐变条带型三种类型滑动面。
There exist three types of slip surface, i. e. , straight intercept type, curved fluctuate type and gradation band type.
计算的土钉拉力在滑动面处的拉力最大，拉力分布形态与理论分析吻合。
Calculation shows that the maximum tensile force of soil nailing appears in sliding plane, and the distributing shape of tensile force agrees with corresponding theoretical analysis.
根据形态识别出平直截切型、弯曲起伏型、渐变条带型等三种类型滑动面。
There are straight intercept type, bend fluctuate type and gradation band type et al. three types of slip surface.
结果表明，反分析方法是获得岩体斜坡滑动面抗剪强度的最经济、合理的途径。
The result showed that the dynamic analysis method is effective in practice to determining the resistance to shearing of slipping plane of rock mass slope.
本方法基本原理同悬臂桩法，滑动面以下锚索桩的内力计算与普通桩完全相同。
The basic principle of the method is the same as that of cantilever pile.
滑坡的剪切滑动面较难查找，而要了解滑动面形态以及滑动影响带特征更为困难。
The shear slide plane of a landslide is difficult to find, it is even more difficult to have a clear idea of the slide plane and the characteristics of slide affected zone.
渐近性破坏定义为在统计均质土体中，沿着潜在滑动面破坏区空间地和连续地扩展。
The progressive failure is defined as the failure area develops in space and continually along the potential slide carved surface in statistical even soil.
此外，遗传算法没有边坡危险滑动面一定要通过坡脚的假定，而是随机的搜索确定的。
Moreover, the Genetic Algorithms does not assume that the most dangerous sliding surface must pass foot of slope, which is determined by the searching course at random.
考虑到边坡参数反演时，滑动面也是不确定的，提出了一种最危险滑动面的搜索方法。
Considering the uncertainty of sliding surface of slope when inversely calculate the slope parameters, a search method for the most dangerous sliding surface of slope has been elicited.
片理（劈理）为早世代挤压-剪切褶皱的轴面片理，又成为晚世代弯滑褶皱的滑动面；
The cleavage and schistosity acted as an axial plane role in the early generation of compressed shear fold, and changed into a slip plane in the later generation of flexural slip fold.
应用这种搜索边坡滑动面的方法讨论了不同参数对边坡滑动面位置及安全系数的影响。
Application this method of search slide surface of slope, the different slope parameters to effect of the position of dangerous slide surface and safety factory have been discussed.
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.
利用基准优化弹道参数和滑模控制思想，构造滑动面，提出了一种新的弹道跟踪制导规律。
Parameter of optimized trajectory and variable structure with sliding modes control theorem are used to construct sliding surface, obtain a new tracking trajectory guidance law.
对最危险滑动面随时间的变化进行研究，回归暴雨期间边坡稳定性系数—入渗时间方程序。
Studied on the change of stability factors with time and the equation between stability and time is linear regression for rainstorm.
并在安全系数为最小的条件下，讨论了滑动面几何参数之间以及它们与安全系数之间的关系。
Under the condition of the least factor of safety, the relations are discussed between the geometry parameters of slip surfaces and the factors of safety.
采用弹塑性有限元法分析了柴家坡隧道在施工过程中注浆加固对滑动面和围岩稳定性的影响。
This paper analyses grouting reinforcement's influence on slide plane and surrounding rock stability during the construction in Caijiapo tunnel, using the elastoplastic finite element method.
采用弹塑性有限元法分析了柴家坡隧道在施工过程中注浆加固对滑动面和围岩稳定性的影响。
This paper analyses grouting reinforcements influence on slide plane and surrounding rock stability during the construction in Caijiapo tunnel, using the elastoplastic finite element method.
进一步的研究表明，滑动面形迹不仅与边坡中的应力与强度有关，而且还与前一段的破坏历史有关。
The further studies show that the slide track is not only related to the stress and strength in the slope, but also related to the history of failure.
进一步的研究表明，滑动面形迹不仅与边坡中的应力与强度有关，而且还与前一段的破坏历史有关。
The further studies show that the slide track is not only related to the stress and strength in the slope, but also related to the history of failure.
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