The major failure mode of the slope is the local rock block lossing stability, and after taking suitable strengthening countermeasures, the slope stability can be reached.
局部块体失稳是边坡的主要破坏形式，采取适当的加固处理措施后可保证其稳定性。
On this basis, it determines the failure mode of the slope rockmass and presents an important foundation for the rockmass mechanics analysis.
在此基础上，确定了边坡岩体的破坏模式，为边坡岩体力学分析提供了重要的基础。
Before studied the stability of the highway slope, it must be knowing the transform and the failure mechanism mode.
进行公路边坡的稳定性研究，首先必须搞清边坡的变形破坏机制模式。
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.
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。
Methods Based on the two failure mode of plane and wedge sliding destruction of the limit equilibrium theory, rock slope stability is analysed.
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。
This paper gives a primary discussion on the failure mode of mine slope based on the engineering geological investigations.
本文根据工程地质调查对矿山边坡破坏模式作了初步探讨。
Through contrast with the practical engineering case, the obtained results were shown to be applicable as a quick analysis method for failure mode of toppling rock slope.
通过与工程实例总结资料对比，其可用性强，并为反倾岩质边坡的快速破坏模式分析提供了科学依据。
Most kinematic analyses for rock mass slope stability mainly focus on the research of failure mode and maximum safe slope Angle for single free face slopes.
运动学分析是确定边坡破坏模式与评价边坡稳定性的一种有效方法。
Because of complex geological structure, the deformation failure mechanism and instability mode of high rock slope are usually very complicated.
由于具有复杂的地质结构，岩石高边坡的变形破坏机制和失稳模式非常复杂。
A large-scale model test was performed to investigate the failure mode and causes of landsides of the slope adjacent to water during rapid drawdown of water level.
通过大型模型试验研究水位骤降引致临水边坡滑坡的原因及失稳模式。
A large-scale model test was performed to investigate the failure mode and causes of landsides of the slope adjacent to water during rapid drawdown of water level.
通过大型模型试验研究水位骤降引致临水边坡滑坡的原因及失稳模式。
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