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。
Moreovere, static Biot's equation can be obtained as a special case of the dynamic consolidation equations.
这组方程在小变形条件下，可直接退化为太沙基一维固结方程。
And the equations can be degenerated into Terzaghi's one-dimensional consolidation differential equations directly under infinitesimal strain condition.
上海地面沉降是通过一维基本固结方程和拉普拉斯变换进行计算的。
Computations of land subsidence in Shanghai are carried out by employing the basic one-dimensional consolidation equation and the Laplace transformation.
在计算分析中，此法容易构造固结方程的EFGM刚度矩阵和处理不同边界条件。
By this method, it is easy to construct the EFGM matrix formulation of consolidation equations and to deal with different boundary conditions in calculation and analysis.
用有限单元法分析软土地基的固结与变形耦合问题可以为求解皮奥特固结方程提供方便。
It is convenient to use finite element method to analyse the coupled problem of consolidation and deformation based on Biot's consolidation theory.
研究表明，对于一些相对简单的边界条件，通过李群变换的方法可以得到非线性固结方程的完整解析解。
It is shown that for some relatively simple conditions, exact analytical solutions of the non linear consolidation equation can be obtained by using the approach of the transformation of Lie group.
EFGM作为一种新的数值计算方法，具有只需节点信息而无须单元的特性，故在解固结方程方面有很大的优势。
As a new numerical method, element free Galerkin method (EFGM) has more advantage in the solution to consolidation equation as it only needs the information of nodes rather than element.
根据太沙基固结理论推导出了变径螺旋压榨压方程，得出了压榨速率的表达式。
According to Terzaghi consolidation theory, the partial differential equation and filtration formula of the change diameter screw compression were induced.
将沥青路面视为多层饱和弹性半空间轴对称体，引入比奥渗流固结理论和渗流方程。
Regarding asphalt pavement as an axial symmetrical body of multilayered saturation elastic half space, the fundamental thermal Biot consolidation theory and seepage flow equations are introduced.
在采用罚函数法处理本质边界条件的基础上，推导出无单元伽辽金法解固结问题的系统方程。
On the basis of treating the essential boundary conditions with penalty method, the system equations of consolidation problem with meshless method are developed.
提出精细积分半解析法求解变系数的以超孔压和孔隙比为控制变量的渗压固结微分方程。
A precise time step integration method was proposed to solve the finite strain osmotic consolidation equation with varied coefficients.
结果表明，欧拉描述的有限应变固结控制方程的矩阵形式要比t。
The results show that the matrix formulation of governing equations of finite strain consolidation with Eulerian description has a more simple form than those with both t.
在给出饱和土壤介质固结有限元分析基本方程的基础上，讨论了饱和土壤固结分析问题。
Based on the foundational saturated soil consolidating finite element formulations, the problems in saturated soil consolidating analysis are discussed.
同时，运用标准归一化因子，建立了武汉软土固结不排水条件下应力-应变特性的归一化方程。
Meanwhile, the normalized stress-strain relationship of Wuhan soft clay under consolidated undrained condition is established.
对太沙基单向固结微分方程进行拉氏积分变换求解。得到超静水压力u、固结度U、平均固结度U结论式。
A conclusive formula about the excess hydrostatic pressure u, consolidating degree U and average consolidating degree U is obtained.
提出饱和上的连续介质模型，并基于连续介质力学的公理体系推导了反映质量变化的欧拉描述的大变形固结控制方程。
Then based on the principles of continuum mechanics, the finite strain consolidation theory withEulerian description(FSCTED)is presented, and its governing equations are correspondingly deriv.
提出饱和上的连续介质模型，并基于连续介质力学的公理体系推导了反映质量变化的欧拉描述的大变形固结控制方程。
Then based on the principles of continuum mechanics, the finite strain consolidation theory withEulerian description(FSCTED)is presented, and its governing equations are correspondingly deriv.
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