The comparison of results with existing solutions to minimize the influential factors of bearing capacity as well as the reduction factors of the bearing capacity of rectangular footings near excavations were given finally 最后将计算结果与已有文献资料进行了分析比较，并以地面水平时矩形基础地基承载力系数为基准，得到临近基坑矩形浅基础地基承载力减损因数上界估算值。
