本文将这种方法进一步应用于结构性黄土的固结变形特性分析。
This method will be used in the equivalent consolidation deformation characteristics analysis of structural loess further in this article.
最后，在真三轴试验条件下测试分析了结构性黄土的三维固结变形特性。
Finally, three-dimensional consolidation characteristics of structural loess is tested and analysed in the condition of true triaxial test.
将该式引入结构性黄土应力应变特性分析，提出了考虑结构性参数的应力-应变关系。
Further the structural parameter is applied to analyze stress-strain behaviors; and a structural stress-strain relation is set up.
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