The current calculation methods based on one-dimensional consolidation theory have not met the project's needs.
现有设计理论中的基于单向固结理论的计算方法已无法满足工程要求。
Theory of one dimensional consolidation of double-layered ground with impeded boundaries under cyclic loadings;
研究了在循环荷载作用下考虑土的流变特性时的饱和软土层的一维固结问题。
An approach to calculate the in-situ one-dimensional consolidation of slightly over-consolidated soils is proposed in this paper.
本文给出了一种计算轻度超固结土的一维现场固结的方法。
Finally, three-dimensional consolidation characteristics of structural loess is tested and analysed in the condition of true triaxial test.
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。
On the other hand, it is very difficult to simulate the coupled three-dimensional consolidation in the situation that sand drains are dense.
一维和二维的数值方法对刻画砂井地基的固结都不够准确和全面，但砂井密集地基的完全三维耦合模拟难度比较大。
The problem of one dimensional consolidation of soft clays under cyclic loadings taking account of rheological characteristics of soils is studied.
研究了在循环荷载作用下考虑土的流变特性时的饱和软土层的一维固结问题。
The finite difference method is used to create the basic equation of one dimensional consolidation of layered ground considering construction loads.
采用变空间步长的有限差分法，求解了多层地基考虑施工期加荷过程的一维固结问题。
When the depth of soft layer is smaller than the width of foundation, the one dimensional consolidation theory can be used to calculate the settlement.
对于基础面积较大，软土层深度相对基础宽度不大，可以用一维固结理论计算。
And the equations can be degenerated into Terzaghi's one-dimensional consolidation differential equations directly under infinitesimal strain condition.
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。
Computations of land subsidence in Shanghai are carried out by employing the basic one-dimensional consolidation equation and the Laplace transformation.
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。
A group of charts of three dimensional consolidation computation in sand drain foundation is presented, and selection of parameters used for design is suggested.
本文对砂井地基的三向固结计算制作了一组应用图表，对设计计算参数的选用也作了介绍。
This paper uses state vector method to solve the three-dimensional consolidation problems of a poroelastic layered rock by taking into account the compressibility of pore fluid.
采用状态空间法求解层状可压缩岩基的三维固结问题。
For the three-dimensional consolidation effect impersonal existence of roadbed and the horizontal thrust from stresses re-distribution of embankment, soil lateral deformation should not be neglected.
软土路基中三维固结效应以及路堤的应力重分布产生的水平推力，引起的侧向变形是不容忽视的。
You will find that resolving consolidation issues will make your job of developing a three-dimensional hub much easier.
您将发现解决合并问题会使您开发三维中心的工作变得非常容易。
Engineering analysis of recent Marine soft soil settlement is based on a traditional one-dimensional drainage consolidation theory of Terzaghi.
当前近代海积软土工程沉降分析仍以传统的太沙基单向渗透固结理论为基础。
The two dimensional formulas of viscous elastic BIOT's consolidation FEM based on MERCHANT's model are presented to calculate settlement of saturated soft clay ground.
基于MERCHANT粘弹性模型，建立软土地基沉降二维粘弹性BIOT固结有限元计算公式；
Based on Biot consolidation theory, combined with a certain project, a three-dimensional elastic -plastic FEM model is established, the process of soil consolidation is simulated.
基于比奥固结理论，结合某沿海围垦工程，建立了三维弹塑性有限元模型，模拟了土体固结过程。
Based on one-dimensional Terzaghi consolidation theory, average percent consolidation is calculated.
结合一维太沙基固结理论，推求某时刻的平均固结度。
If the nonlinear property of soils is ignored further, AODNRCLS will return to ODCALS that was developed based on the one-dimensional linear elastic consolidation theory of layered soils.
而当进一步不考虑土的非线性时，程序便可化为成层地基一维线弹性固结计算程序odcals。
Under three-dimensional drainage condition, the consolidation of saturated cohesive soil is effected by the shape and size of the loading area on the surface.
在三向排水条件下，地基上荷载面积的形状和大小对地基固结速率是有影响的。
A new nonlinear creep model for clay is developed and used to study the one dimensional creep-consolidation process.
采用一个一维非线性流变本构模型，对饱和软粘土进行了一维非线性流变——固结耦合计算。
A new nonlinear creep model for clay is developed and used to study the one dimensional creep-consolidation process.
采用一个一维非线性流变本构模型，对饱和软粘土进行了一维非线性流变——固结耦合计算。
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