complicated stress condition

基本解釋

The mechanical response of deep rock pillar, which is under complicated stress condition and then subjected to dynamic disturbance, is numerically simulated.
采用數(shù)值方法分析了復(fù)雜應(yīng)力條件下動(dòng)力擾動(dòng)對(duì)深部巖體破壞模式的影響。
The distortion and destroy form of coved laneway in complicated stress condition are diversity, and it is relative with rock character, crustal stress and shoring structure.
拱形巷道在復(fù)雜應(yīng)力條件下的變形以及破壞形式呈多樣化，與圍巖性質(zhì)、地應(yīng)力和支護(hù)結(jié)構(gòu)相關(guān)。
Although the expressional form of damage evolution equation in complicated stress condition is the same as that in simple load condition, the influence factors are different of the damage parameters.
復(fù)雜應(yīng)力條件下的黃土損傷演化方程的表現(xiàn)形式與簡(jiǎn)單加載條件下的完全相同，區(qū)別只是在于損傷參量的影響因素不同。