upper plastic limit

基本解釋

The slope stability analysis is studied with the nonlinear failure criterion based on the plastic upper limit theorem.
利用塑性分析上限定理，考慮巖土介質(zhì)本身的非線性破壞準(zhǔn)則，對各種不同破裂面邊坡穩(wěn)定性分析進行研究。
An analytical method of stability against upheaval of deep excavation by the upper limit theory of plastic mechanics is presented.
提出了一個以塑性力學(xué)的上限分析理論為基礎(chǔ)的深基坑基底抗隆起穩(wěn)定分析方法；
The cusp catastrophe model is established by means of the upper bound theorem of plastic limit theory for analyzing the stability of slope.
基于突變理論提出了考慮降雨入滲影響的非飽和土基坑邊坡穩(wěn)定性分析方法。