three-dimensional consolidation

In the past three years, China's mass media has shown some encouraging signs: the consolidation on Chinese owned media, the strong trend for ownership transformation, the foreign investment involvement, and the edges created by competition.

这三年，中国传媒业的新格局是中资传媒整合紧锣密鼓，转型改制力求做大做强，外资传媒进入得陇望蜀，传媒竞争浪潮风起云涌。

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。

With the comparison and evaluation of all calculation methods of consolidation coefficient, a modified three-point method is put forward.

比较并评价了各种固结系数计算方法，改进了三点法；

Ased on the principle of non-linear continuum mechanics, the differential equation and its incremental form of three-dimensional finite strain consolidation of saturated soil have been developed with Euler description method in this paper.

本文从连续介质力学的基本理论出发，用欧拉描述方法，建立了空间构形下饱和土体三维有限变形的固结微分方程及其增量表达式。

The Theory of Three-Dimensional Finite Strain Consolidation of Saturated Soil

空间描述的三维有限变形固结理论

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。

Based on traditional consolidation theory, the soft ground settlement is calculated and one-, two-, and three-dimensional consolidation of reinforced soft foundation with sand drain is studied.

用传统的固结理论分析方法研究了砂井加固软土地基的单向、径向和三维固结问题。

Finite layer analysis of three-dimensional biot consolidation

横观各向同性地基的三维Biot固结有限层求解

New Three Point Calculating Method to Determine the Coefficient of Consolidation

确定固结系数的新三点计算法

Three-dimensional Consolidation Analysis of Sand Drain's Ground Under Combined Vacuum and Surcharge Preloading Considering Loading Process

考虑加载过程的真空联合堆载砂井地基三维固结分析

Then, the key is how to transfer the three-dimensional consolidation to the plain strain consolidation. The construction of vertical drainage bodies causes compacting effect.

相应的，如何将含竖向排水体地基的三维固结等效成平面应变固结成为问题的焦点。竖向排水体施工具有挤土效应。

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