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.
对海相淤泥固结变形特性的进一步研究将有助于同后的工程实践。
Engineering practices will be benefit from Marine clay consolidation deformation property study.
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。
The consolidation deformation characteristics of unsaturated soil and its analysis methods are key issues in the field of soil mechanics.
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.
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。
Study of the consolidation and deformation characteristics of saturated clay under self-weight by centrifuge model is described.
本文利用大量室内外试验对海滩区淤泥路基的固结变形特性和稳定性进行系统研究。
In our research abundant indoor and outdoor tests were used to thoroughly study the consolidation deformation properties and stability of the seaside silt roadbed.
实验室软土多级固结蠕变试验成果表明，海积软土具有非线性、不可逆的、与时间相关的固结变形特性。
The test result of multi-step consolidation creep of Marine soft soil shows that the consolidation of the soil has nonlinear, irreversible and time dependent behaviours.
修正剑桥模型是一种弹塑性模型，在许多情况下可以较好地反映正常固结和弱超固结粘土的变形特性。
The modify Cam-Clay model is a elastoplastic model, it can reflect the deformation character of normal consolidation and low overconsilidation clay.
确定地基土的固结历史对计算其变形和强度特性有着重要的作用。
The consolidation state of soft soil is of significance for evaluation of deformation and strength of foundation soil.
在三轴蠕变状态，软土的变形特性随着排水条件而变化，从而揭示了固结—蠕变耦合特性受排水条件的影响显著。
In triaxial creep condition, deformation characteristics change with drainage condition, which indicates that the consolidation-creep coupling effect is affected significantly by drainage condition.
先期固结压力是土的重要力学特性参数，对变形计算和强度分析有较大影响。
The preconsolidation pressure is an important parameter for soil deformation calculation and strength analysis.
先期固结压力是土的重要力学特性参数，对变形计算和强度分析有较大影响。
The preconsolidation pressure is an important parameter for soil deformation calculation and strength analysis.
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