The consolidation deformation characteristics of unsaturated soil and its analysis methods are key issues in the field of soil mechanics.
非饱和土的固结变形特性及其分析理论一直是土力学的研究热点问题。
This method will be used in the equivalent consolidation deformation characteristics analysis of structural loess further in this article.
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。
Study of the consolidation and deformation characteristics of saturated clay under self-weight by centrifuge model is described.
本文通过离心试验，研究了饱和粘土在考虑土体自重应力作用下的固结变形特性。
应用推荐