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.

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.

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.

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.

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.

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.

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

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.