Analysis and Program Design on Time Effect of Foundation Settlement

摘要

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 The method is out of date.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 with VB language. The problem of subsidence and time can be easily solved with the program, which is of significance in theory and engineering circles.