rock finite strain

基本解釋

The features of rock finite strain in the superimposed fold area under buckling are comprehensive results of multiphase deformation.
縱彎疊加褶皺地區(qū)巖石有限應(yīng)變特征是所受歷次變形的綜合結(jié)果。
The observations of rock micro-structure, finite strain and temperature and pressure analysis are carried out on these three groups.
對(duì)三大巖片進(jìn)行野外的觀測(cè)、巖石顯微構(gòu)造、有限應(yīng)變及溫壓分析。
Because the finite element method consider the relation of stress-strain of rock soil, So, it is more accurate and rational than other methods that it calculates side slope stability coefficient .
由于有限元計(jì)算方法考慮了巖土的應(yīng)力——應(yīng)變關(guān)系，因此，其求解的邊坡穩(wěn)定系數(shù)比其它方法更為精確合理。