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.
黄土是我国西部地区普遍分布的特殊土类，具有典型的结构性。
Loess, distributing in Western China, is a special type of soil with typical structural stress.
天然沉积黄土具有结构性，因为其在结构破坏前后表现出非常不同的力学特性。
Natural sedimentary loess has structural properties, and it shows different mechanical properties before and after structural failure.
由于黄土具有结构性、欠压密性和土结构性受损易发生湿陷等特性，再加上会路连拱隧道施工开挖工序多，结构受力复杂。
Loess has the characteristics of structural properties, such as incomplete consolidation, collapsibility; and the multi-arch tunnel of highway has complex excavation steps and structure stress.
黄土是一种典型的结构性土，对黄土结构性的研究是土结构性研究的重要组成部分，有助于土结构性研究的进一步深入和向实用转化。
Loess is a typically structured soil. The study on loess soil structure is an important aspect of soil structure research, contributing to the broader understanding of soil structural properties.
内容涉及湿陷性黄土、软土、膨胀岩土、红土、软岩和特殊土的结构性。
These special rocks and soils include collapsible loess, soft soil, expansive rock and soil, red soil, soft rock, and special soils.
研究了黄土隧道开挖后围岩结构性的变化规律。
The variation of structural characteristics for excavated tunnels was studied.
因此，对黄土结构性方面的研究将是本世纪黄土力学研究的主要内容。
Therefore the study on the structural of loess is the main content about loess mechanics study this century.
黄土是一种典型的结构性土，其特殊的结构性直接决定着黄土的工程力学性质。
The loess is one kind of typical structural soil, its special structure property directly affects the mechanics and engineering property of loess.
本课题将黄土的震陷变形特征与微观结构特征有机地结合起来，分析土结构性在地震荷载作用下的变形破坏机理。
In this study, the subsidence deformation characteristics of loess structure under earthquake loading are organically combined with the microstructure characteristics.
本课题将黄土的震陷变形特征与微观结构特征有机地结合起来，分析土结构性在地震荷载作用下的变形破坏机理。
In this study, the subsidence deformation characteristics of loess structure under earthquake loading are organically combined with the microstructure characteristics.
应用推荐