The consolidation behavior of sand-wall ground is the key in the design of the preloading method.
砂墙地基的固结性状是砂井预压法设计分析中的重要内容。
参考来源 - 软土结构性与砂墙地基因结理论及应用Secondly, by using the elastic cross-anisotropic FEM, this paper systematically analyzes the influence of the horizontal parameters' values on the consolidation behavior of subgrade under embankment loading.
其次,本文采用各向异性弹性有限元分析法,系统分析了弹性各向异性参数特别是水平方向上的参数取值对路堤荷载作用下地基固结特性的影响。
参考来源 - 土的各向异性对路基变形影响有限元分析·2,447,543篇论文数据，部分数据来源于NoteExpress
In this dissertation, on the basis of the test of structured soft clay, the consolidation behavior of sand-wall ground considering the structure character of soft clay is studied.
本文从结构性软土的压缩试验入手，探讨考虑结构性的砂墙地基固结性状。
The magnitude of load, the pre-consolidation pressure of soil, as well as the variations of compressibility and permeability of soil, all has significant influence on the consolidation behavior.
荷载的大小、先期固结压力、土体压缩性和渗透性的变化等对地基的固结性状均有明显影响。
Steady state strength and undrained behavior of saturated loess are studied under stress-controlled undrained triaxial consolidation experiments.
通过应力控制固结不排水三轴试验，研究了饱和黄土的稳态强度特性及超固结对其不排水性状的影响。
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