This constructive model can reflect the influence of stress path in fill construction.
该模型能够反映填土施工中应力路径的影响。
The influence of loading distribution stress path and nonlinear deformation on foundation behaviour are studied in this paper. A new settlement formula for foUndations is proposed.
本文研究了荷载分布、应力路径和非线性变形对地基性状影响。提出了一个新的基础沉降量计算公式。
The influence of loading distribution stress path and nonlinear deformation on foundation behaviour are studied in this paper.
本文研究了荷载分布、力路径和非线性变形对地基性状影响。
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