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时间因数
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  time factor
    The average degree of consolidation of soil layer based upon the nonlinear consolidation analysis considering soil structure effect was clearly larger than those based upon both the nonlinear consolidation analysis of without considering soil structure effect and linear consolidation analysis when time factor was relatively small.
    当时间因数较小时,考虑土体结构性的非线性固结分析的固结度明显大于不考虑土体结构性的非线性固结分析和线性固结结果;
短句来源
  time factor
    The average degree of consolidation of soil layer based upon the nonlinear consolidation analysis considering soil structure effect was clearly larger than those based upon both the nonlinear consolidation analysis of without considering soil structure effect and linear consolidation analysis when time factor was relatively small.
    当时间因数较小时,考虑土体结构性的非线性固结分析的固结度明显大于不考虑土体结构性的非线性固结分析和线性固结结果;
短句来源
  “时间因数”译为未确定词的双语例句
    Unidirectional infiltrating solidification theory of saturated soil is always adopted to analytically calculate the foundation subsidence with time, although it has some disadvantages ,such as, bigger error, complicated computing process and using relation curve of solidification degree with time in the various α.
    当前分析计算建筑物地基沉降与时间的关系时 ,采用的是饱和土的单向渗透固结理论 ,这在量化计算过程中不可避免的要采取许多假设 ,且运用不同α值的固结度与时间因数的关系曲线 ,人为地增加了计算误差并且异常繁琐。
短句来源
    Based on the main principle of back propagation neural network,the author put forward a neural network method to calculate con-
    本文运用前向多层神经网络的基本原理,提出一种计算土层固结系数的神经网络法,建立了确定时间因数的BP网络模型。 通过模拟计算表明此法既简单精度又高,是一种较有效的计算方法。
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  time factor
Apparently, the time factor is the main characteristic of many properties of the myocardium, the heart, and the entire circulatory system determined by rhythm.
      
As shown, the chemical composition of water in the studied aqueous systems of human-induced origin, in particular, the distribution of macro- and microcomponents in depth, is under the influence of the time factor.
      
Current findings exist that accentuate the role of the time factor, comparable with acute myocardial infarction or with ischemic stroke.
      
In up to 10% of these patients no specific intrathecal antibody production was identified due to the time factor.
      
On the other hand the automatic run of the chromatography of protected oligonucleotides reduces the time factor in oligonucleotide chemistry.
      
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  time factor
Apparently, the time factor is the main characteristic of many properties of the myocardium, the heart, and the entire circulatory system determined by rhythm.
      
As shown, the chemical composition of water in the studied aqueous systems of human-induced origin, in particular, the distribution of macro- and microcomponents in depth, is under the influence of the time factor.
      
Current findings exist that accentuate the role of the time factor, comparable with acute myocardial infarction or with ischemic stroke.
      
In up to 10% of these patients no specific intrathecal antibody production was identified due to the time factor.
      
On the other hand the automatic run of the chromatography of protected oligonucleotides reduces the time factor in oligonucleotide chemistry.
      
更多          


Nowadays,infiltrating solidification theory of saturated soil is adopted to analytically calculate the relation between building subsidence and time.It is inevitable to employ hypotheses in quantified calculation.Calculation error is personally added and the calculation is excessively detailed because different relation curve between solidification and time factor are adopted.The method is out of date.In order to promote the development of rock mechanics,a program is drawn up.The problem of subsidence and time...

Nowadays,infiltrating solidification theory of saturated soil is adopted to analytically calculate the relation between building subsidence and time.It is inevitable to employ hypotheses in quantified calculation.Calculation error is personally added and the calculation is excessively detailed because different relation curve between solidification and time factor are adopted.The method is out of date.In order to promote the development of rock mechanics,a program is drawn up.The problem of subsidence and time can be easily solved with the program,which is of significance in theory and engineering circles.

当前通常采用饱和土的渗透固结理论分析计算建筑物地基沉降与时间的关系。在量化计算过程中采取许多假设,但在计算过程中,运用不同α值的固结度与时间因数的关系曲线,人为地增加了计算误差并且异常繁琐。笔者编写的计算程序可使沉降与时间的计算简化。

Unidirectional infiltrating solidification theory of saturated soil is always adopted to analytically calculate the foundation subsidence with time, although it has some disadvantages ,such as, bigger error, complicated computing process and using relation curve of solidification degree with time in the various α. This paper presents a program designed with VB which computes the subsidence with time easily and solves the error produced in mutual calculating process

当前分析计算建筑物地基沉降与时间的关系时 ,采用的是饱和土的单向渗透固结理论 ,这在量化计算过程中不可避免的要采取许多假设 ,且运用不同α值的固结度与时间因数的关系曲线 ,人为地增加了计算误差并且异常繁琐。本文阐述了用VB语言编写一计算程序 ,可简便地解决沉降与时间在相互计算过程中的计算误差问题。

Based upon the consideration of the nonlinear compressibility and variation of permeability of natural clay during consolidation and the arbitrary time-dependent construction loading,one-dimensional nonlinear consolidation equations for structured natural clay were derived.The consolidation equations were discretized using Crank-Nicolson finite difference form to facilitate solving them.It was shown by the computed results of an example that the excess pore water pressures obtained from both nonlinear consolidation...

Based upon the consideration of the nonlinear compressibility and variation of permeability of natural clay during consolidation and the arbitrary time-dependent construction loading,one-dimensional nonlinear consolidation equations for structured natural clay were derived.The consolidation equations were discretized using Crank-Nicolson finite difference form to facilitate solving them.It was shown by the computed results of an example that the excess pore water pressures obtained from both nonlinear consolidation analysis without considering soil structure effect and the linear consolidation analysis were obviously larger than those from nonlinear consolidation analysis considering soil structure effect.The average degree of consolidation of soil layer based upon the nonlinear consolidation analysis considering soil structure effect was clearly larger than those based upon both the nonlinear consolidation analysis of without considering soil structure effect and linear consolidation analysis when time factor was relatively small.All computed results based upon the nonlinear consolidation analysis without considering soil structure effect were approximately close to the those based upon linear consolidation analysis.

考虑固结过程中结构性土体的非线性压缩特性、渗透系数的变化以及施工荷载随时间任意变化规律因素,推导了天然结构性土体的一维非线性固结方程。利用Crank-Nicolson差分格式离散非线性固结方程以方便求解。分析表明:不考虑土体结构效应的非线性固结和线性固结分析所得的超孔压明显大于考虑土体结构效应的非线性固结结果;当时间因数较小时,考虑土体结构性的非线性固结分析的固结度明显大于不考虑土体结构性的非线性固结分析和线性固结结果;同时表明不考虑土体结构效应的非线性固结和线性固结分析的结果相差不大。

 
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