如果有一两个节理面真倾向线落在滑动区内，滑动破坏才可能发生。
If the true dip line of one or two joint planes plot within a sliding zone of double-faced slope, a double-faced sliding failure can be possible.
溃屈型滑坡由于滑动破坏方式的不同，滑面的物质组成有明显的差异。
There is evident diversity in material composition of slide surface of bulking landslide, due to the difference of failure patterns.
方法按极限平衡理论中的平面滑动破坏和楔体破坏两种破坏模式进行稳定性分析。
Methods Based on the two failure mode of plane and wedge sliding destruction of the limit equilibrium theory, rock slope stability is analysed.
以岩质边坡平面滑动破坏模式为例证明随机响应面法在边坡可靠度分析中的有效性。
An example of reliability analysis of rock slope stability with plane failure is presented to demonstrate the validity and capability of the proposed SRSM.
经计算分析，大岩淌边坡的破坏模式是整体破坏，其整体安全系数约为1.143，不存在新的局部滑动破坏模式。
The results show that the local unstability of Dayantang slope will not occur, and the minimum safety factor of the entire slope is about 1.143.
结果表明：边坡的失稳主要受顺坡向的节理面和F1等断层控制。它在将来某种条件下的失稳破坏并会形成前端整体的滑动破坏模式。
The results show that the joint surface and the F1 fault of the slope made a major impact on the slope instability and formed the front section damage and slide mode under certain conditions.
因此，如何对已发生基坑边坡失稳、垮塌、滑动破坏等事故的加固处理是每个从事基坑工程设计、施工、监理以及管理人员面临解决的主要问题。
Therefore, how to reinforce pit slope after its loss of stability, collapse and slide is a key problem which designer, builder, supervisor and manager who are engaged in pit engineering have to face.
某大型缓倾陡节理路堑边坡，在上部薄表土滑动作用下岩质坡体倾倒破坏。
A certain large gently inclined cut slope was destructed by its rock slope failure due to top soil sliding.
文中给出了墙体、地基及滑动层等单元的破坏模式及处理方法。
The failure hypotheses and handling methods of brick masonry, soil foundation and slip layer are given.
矿山矿渣堆积不仅破坏了原有环境，而且也存在滑动的可能性，危及生命安全和财产损失。
The accumulation of mine slag can not only destroy the original environment, but also has the possibility of sliding and thus endanger the lives and lead to loss of property.
高路堤侧向滑动、桥台破坏已成为高速公路主要工程病害。
Lateral slide of freeway roadbed and the damage of bridge abutment have been the major engineer hazard of speedway.
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.
在边坡滑坡破坏机理分析的基础上，探讨了边坡滑动灾害的防治措施。
Finally, preventive and controlling measures were discussed and presented based on the analysis of mechanism of slope sliding.
通过工程实践，将层状岩体边坡顺层破坏机理归纳为三方面的问题，即：平面旋转滑动、解体滑动和渐进破坏。
Through the engineering practice, the bedding failure mechanisms of bedded rock side-slope could be divided into three types: plane rotatory sliding, disintegration sliding and gradual destruction.
利用岩石破坏过程分析软件——RFPA2D对该模型进行数值模拟，模拟结果显示了重力坝破坏的三种模式：表层滑动、深层滑动及混合滑动。
The failure process of the model was simulated by RFPA2D software. Simulation results show three failure modes of gravity dam, such as surficial slide, deep slide and mixed slide.
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.
只有考虑了岩体边坡的实际缺陷，才可得出其溃屈破坏和剪切滑动的极限值。
The critical values of the real significant buckling failure and shearing slip can be obtained only if considering the actual defect for the side slope with bedding rock mass.
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.
非洲板块的滑动被认为是一个静默的动作，不比同等效力的地震造成的破坏小。
The rolling of the African Plate is considered a silent maneuver, thought no less devastating than a quake in its effect.
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 a…
为了研究粘性包边土层与砂填料所共同构成的填砂路基边坡的稳定性，分析了填砂路基的破坏模式与破坏机理，并通过模型试验的结果得到了滑动面位置。
To study the stability of natural sand embankment slope covered with cohesive soil layer, the mode and the mechanism of sand embankment slope failure were analyzed.
本文提出的方法，可以计算有多个滑动面边坡的破坏概率和有多个楔形滑体边坡的破坏概率。
This paper proposes aa approach for calculating the failure probability of rock slopes with multiple slip surfaces or with multiple wedges.
本文提出的方法，可以计算有多个滑动面边坡的破坏概率和有多个楔形滑体边坡的破坏概率。
This paper proposes aa approach for calculating the failure probability of rock slopes with multiple slip surfaces or with multiple wedges.
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