对失稳断裂载荷进行了塑性极限分析。
The plastic limit analysis is applied to the unstable fracture load.
其形态特征在失稳过程中会发生变化。
The features of the strain image pattern will change during deformation.
把护坡板的失稳归结为刚体平面运动。
The motion of the block is reduced to the stiff-body motion on plane.
提出了岩石失稳破坏应变梯度理论模型。
从而增加出现岩爆或其他岩体失稳的危险。
Thus increase the danger of happening rock burst or other rock instabilities.
坍塌的落石的形状可以说明岩石失稳原因。
The shape of the caving can indicate why the rock failure occurred.
结论颈椎失稳与其应力之间有着密切的关系。
Conclusion Cervical unstability has the very close relationship with its stress.
分析了失稳故障原因。
结论MRI对寰枢椎失稳的诊断具有重要价值。
Conclusion MRI is of great value in diagnosing atlantoaxial joint instability.
此外，在上稳定区的上方还存在有第二失稳区。
Besides, there exists another unstable region above the stable region.
裂隙中的渗流是岩石边坡失稳的重要因素之一。
Seepage is an important factor in the failure of rock slope.
它本身具有非线性机制，是一个可以失稳的系统。
The system possesses nonlinear mechanism and may lose its balance .
其总体失稳临界载荷计算是设计中的一个重要问题。
The critical load calculating of its general instability is an important problem in design.
对地表入渗影响下的岩体边坡失稳机制进行了探讨。
The failure mechanism of rock slope due to surface infiltration is discussed.
由于空隙瓦斯的存在，加剧了煤体失稳破坏的过程；
The existence of gap gas aggravate the course of coal body damage;
多裂纹间的岩桥贯通破坏是导致岩体失稳的重要原因之一。
Rock bridge fracture among multi-crack is one of the important reasons for rock mass failure.
完整岩体压剪破裂失稳是构造地震的另一种可能孕震机制。
The fracturing of initial rock mass is another mechanism of tectonic earthquake.
对于失稳的情况，建立了用割线角估算失稳时间的一般公式。
At unstable state the formula of calculating unstable time using tangent Angle is established.
走向条带煤柱的破坏失稳是典型的偏离平衡态的非线性过程。
The instability and failure of strip coal pillar along strike is a typical nonlinear process.
该方法简单适用，对研究顺层岩质边坡失稳机理具有重要意义。
The method is simple and important to studying mechanism of bedding rock slope.
视觉效果明快又不失稳重，彰显了大气、豪迈、简约且高档的空间氛围。
Lively yet stable visual effects, highlight the atmosphere, bold, simple and high-end space atmosphere.
坡间路基挡土墙是所有挡土墙结构形式中建设难度最大且最易失稳的结构形式。
Retaining wall on slope is a structure very difficult to construct and easy to failure.
坡间路基挡土墙是所有挡土墙结构形式中建设难度最大且最易失稳的结构形式。
Retaining wall on slope is a structure very difficult to construct and easy to failure.
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