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。
Moreover, a consolidation curve is obtained through a case of uniform loading on one load level. Some useful conclusions are obtained based on the computer results, the relevant behavior of l…
通过在单层情况下与解析解的比较，说明半解析方法是非常有效的。
Moreover, a consolidation curve is obtained through a case of uniform loading on one load level. Some useful conclusions are obtained based on the computer results, the relevant behavior of l…
通过在单层情况下与解析解的比较，说明半解析方法是非常有效的。
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