An approximate solution to the problem of the bearing capacity of a two-layer soil base under an inclined load is given. To assess the bearing capacity, the coefficient of influence of the underlying layer is introduced. The logarithmic spiral method is used to determine this coefficient.

中文翻译：

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倾斜荷载作用下两层土基承载力计算

给出了倾斜荷载作用下两层土基承载力问题的近似解。为了评估承载能力，引入了下垫层的影响系数。使用对数螺旋法来确定该系数。