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。
Meanwhile, it is also shown that the application of deformation path map to the formation and evolution of these tectonic schist zones.
同时还应用变形轨迹图展示了构造片岩的形成及形成后的改造过程。
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