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。
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excessively detailed because different relation curve between solidification and time factor are adopted.The method is out of date.In order to promote the development of rock mechanics,a program is drawn up.The problem of subsidence and time can be easily solved with the program,which is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.
出处
《吉林工业大学自然科学学报》
CSCD
1999年第3期96-99,共4页
Natural Science Journal of Jilin University of Technology
关键词
地基沉陷
固结度
固结系数
时间效应
程序设计
subsidence of foundations
solidification degree
time factor
solidification coefficient
