1) multi-dimensional consolidation
固结多维固结
2) one dimensional consolidation
固结一维固结
3) 1-D consolidation
一维固结
1.
Probability design of 1-D consolidation of soft clay foundation;
软黏土地基一维固结的概率设计
2.
Based on the theory of the Terzaghi 1-D consolidation theory,a numerical model of landfill settlement is established and the detached variable method is adopted to get the analytical solution in accordance with the character of the numerical model.
基于太沙基一维固结理论,建立了垃圾填埋场沉降过程的数学模型,并根据数学模型的特征,采用分离变量法求出改数学模型的解析解。
4) one-dimensional consolidation
一维固结
1.
Analysis of one-dimensional consolidation of double-layered viscoelastic ground;
双层黏弹性地基一维固结分析
2.
Spatial probability characteristic of one-dimensional consolidation for double-layered soil;
双层地基一维固结的空间概率特性
3.
Analysis of one-dimensional consolidation behavior of soils under low-frequency cyclic loading;
低频循环荷载下地基一维固结性状分析
5) 3-D consolidation
三维固结
1.
3-D consolidation numerical calculation of loess-high embankment;
黄土高路堤三维固结数值解法
6) one-dimension consolidation
一维固结
1.
The one-dimensional nonlinear consolidation partial differential equation under arbitrary loading is deduced on the basis of classical Terzaghi one-dimension consolidation theory.
在经典的Terzaghi一维固结理论基础上,推导出循环荷载作用下考虑土体非线性的一维固结微分方程,并应用Matlab软件编写相应微分方程的求解程序,得到超孔隙水压力随时间变化的曲线。
2.
The analytical solution to the one-dimension consolidation governing equation of soil layer was deduced by use of separation of variables when the laws of permeability and compressibility coefficients with depth can be expressed as power functions.
采用分离变量法,求解了任意荷载作用下渗透系数和体积压缩系数随深度按幂函数变化土层模型的一维固结问题,从而得到不同排水边界条件下超孔隙水压力和沉降等随时间变化的解析表达式。
3.
The influence of the uncertainty of geotechnical parameter to one-dimension consolidation is analyzed and the reliability of one-dimension consolidation also is discussed.
本文详细介绍了土工参数概率统计方法，论述了土工参数的随机场模型理论，分析了土工参数的不确定性对一维固结平均固结度的影响，对一维固结问题的可靠性进行了探讨。
补充资料：固结
1.牢固团结。 2.凝结;郁结。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条