1.
Based on the Biot consolidation theory, a plane strain consolidation finite element program PCONMCC taking the Modified Cam-clay constitutive model is compiled.
以比奥固结理论为基础,采用修正剑桥模型,编制了平面固结有限元程序。
2.
Based on classical consolidation theory developed by BIOT,3-D finite element program coupling deformation and pore-pressure is coded.
根据经典比奥固结理论,编制了可以考虑孔压、位移耦合的三维有限元程序。
3.
Theoretical and Experimental Studies on One-Dimensional Nonlinear Consolidation of Soft Soil;
软土一维非线性固结理论与试验对比研究
4.
Moreovere, static Biot's equation can be obtained as a special case of the dynamic consolidation equations.
此外,比奥静力固结方程可作为动力固结方程的特例而得到。
5.
The numerical analysis of visco-elastic-plastic Biot′s consolidation for soft clay foundation
软粘土地基粘弹塑性比奥固结的数值分析
6.
Finite Layer Analysis of Three-Dimensional Biot Consolidation of Homogeneous Soils
横观各向同性土体三维比奥固结有限层解法
7.
Experimental Verification of One-Dimensional Linear Over-Consolidation Theory
超固结土的一维固结理论及其试验研究
8.
Analysis of consolidation coefficients in classic small-strain consolidation theory
对经典小变形固结理论固结系数的辨析
9.
Discussion on forms of continuum equation for Biot’s consolidation
Biot固结理论中连续性方程形式的讨论
10.
Theoretical and Numerical Research on the Solid-Fluid Coupling Problems in the Process of Consolidation;
固结过程中固—流耦合理论及有限元分析
11.
Experimental and Theoretical Studies on Non-Monotonic Compression and Consolidation of Soft Soil;
软土非单调压缩固结试验与理论研究
12.
Study on Finite Strain Consolidation Theory under Osmotic Pressure;
渗压作用下的有限应变固结理论研究
13.
Studies on the Analytical Theory of One Dimensional Large Strain Consolidation Problem;
一维大应变固结问题的解析理论研究
14.
Theory of One Dimension Non-linear Consolidation of Cohesive Soil Based on Non-linear Seepage;
粘性土一维非线性渗流固结理论研究
15.
Consolidation Settlement of Sand Drain Subgrade Based on Biot Theory
基于Biot理论的沙井地基固结沉降分析
16.
Analytical theory for one-dimensional thermal consolidation of saturated soil under time-dependent loading
变荷载下饱和土一维热固结解析理论
17.
A Comparison between Ausubel s Meaningful Learning and That of Rogers ;
奥苏伯尔和罗杰斯意义学习理论之比较
18.
Primary Consolidation Theory of Saturated Soft Clay (Continuation):The Relationship between Clay's Water Content and Time during Primary Consolidation
饱水粘性土主固结理论(续):主固结过程粘性土含水量与时间的关系