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以明德林解答为依据，系统地推导了竖向均布条形荷载作用在地基内部时的土中各应力分量的解析表达式，同时，对明氏应力公式和弗氏应力公式进行了分析对比。
Based on Mindellin’s solution, the analytical expressions of the stress components in the soil with vertical uniformly distributed strip loads acting inside the foundation are systematically deduced. At the same time, the Ming’s stress formula and the Freund’s stress formula are analyzed. Compared.