1) maintain orders
维稳处突
3) Sudden jump instability
突破失稳
4) sudden instability
突发失稳
1.
According to bifurcation specificities of displacement for compound rockmass slope affected by groundwater, the displacement formulas for rockmass slope in the process of progressive failure are derived, and the sufficient condition for the sudden instability of rockmass is given.
根据地下水作用下复合介质边坡岩体位移的分岔特征,给出了边坡岩体在渐近性破坏过程中的位移计算公式及岩体突发失稳的充分条件。
2.
Also, this model indicates that groundwater softens the rock mass of slide surface by the physicochemical effect and reduces rigidity ratio of the rock mass, and leads to sudden instability.
应用突变理论对某层状岩体滑坡进行了研究 ,用弹性力学理论综合考虑地下水因素建立了尖点突变模型 ,分析了滑坡的形成机制 ,认为地下水主要是通过物理化学作用软化了滑面带岩体 ,使滑面带岩体刚度比降低 ,从而使岩体突发失稳 ,地下水的力学作用表现为一种触发因素。
5) immediate instability
突然失稳
1.
Landslides can be divided into two basic types: immediate instability and progressive failure,according to differences of characteristics performed in their growing Processes.
滑坡按其发育过程的特点可区分为突然失稳型和渐进破坏型。
6) synaptic homeostasis
突触稳态
1.
A molecular mechanism for activity-dependent synaptic suppression and synaptic homeostasis;
活性依赖的突触抑制和突触稳态的分子机制
补充资料：稳打稳
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