Study on bearing capacity of rectangular foundations supported on geogridreinforced sand 矩形基础下加筋砂土地基承载力的研究
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An integral transform solution of rectangular foundation loaded steady vibration on an elastic half space 弹性半空间上矩形基础稳态振动积分变换解
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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。
