generalized effective stress

基本解釋

A definition of the generalized effective stress for unsaturated soils is proposed on the basis of the two stress variable formula.
提出了一個(gè)關(guān)于非飽和土變形及滲流問題的有限元分析數(shù)值模型，基于雙應(yīng)力變量公式定義了非飽和土廣義有效應(yīng)力。
It is found that the dynamic Poisson's ratio increases with generalized shear strain, but decreases with increasing effective confining pressure and stress ratio.
試驗(yàn)結(jié)果表明：土體的動(dòng)泊松比隨著廣義剪應(yīng)變的增大而增大；
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Using experimental stress-strain curves in various simple stress states, generalized effective stress-strain formulae may be derived correspondingly in various forms.
用不同的簡單應(yīng)力狀態(tài)下的應(yīng)力-應(yīng)變?cè)囼?yàn)曲線，可以得到不同的廣義等效應(yīng)力-應(yīng)變關(guān)系。