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。
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。
The strength and deformation of natural soils normally differ from those of the remoulded soils under complex stress path.
在复杂的应力路径的作用下，天然结构性土体的强度与变形一般与重塑土不同。
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