| 地基沉降时间效应的分析及程序设计 |
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| 引用本文： | 雷伟,康顺哲.地基沉降时间效应的分析及程序设计[J].吉林大学学报(工学版),1999,29(3):s0. |
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| 作者姓名： | 雷伟 康顺哲 |
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| 作者单位： | 长春水利电力高等专科学校 |
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| 摘 要： | 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。
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| 关 键 词： | 地基沉陷 固结度 时间因数 固结系数 |
| 修稿时间： | 1998-12-07 |
Analytical Calculation of Foundation Subsidence Time Effect and Program Design |
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| LEI Wei,KANG Sun ze.Analytical Calculation of Foundation Subsidence Time Effect and Program Design[J].Journal of Jilin University:Eng and Technol Ed,1999,29(3):s0. |
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| Authors: | LEI Wei KANG Sun ze |
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| Abstract: | 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excessively detailed because different relation curve between solidification and time factor are adopted.The method is out of date.In order to promote the development of rock mechanics,a program is drawn up.The problem of subsidence and time can be easily solved with the program,which is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. |
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| Keywords: | subsidence of foundations solidification degree time factor solidification coefficient |
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