The analytical solution of the problem of the bearing capacity of the soil base and the foundation settlement of a limited width is presented, considering the soil’s own weight and residual stresses (in the presence of over-compacted soils). The Flamant’s solutions (plane problem) are used for the stress state calculation. The Hencky’s equations are used to determine the stress − strain relationships and the influence of the average stress on the shear and the volume strain modulus.

中文翻译：

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有限宽地基的承载力和地基的沉降

考虑到土自身的重量和残余应力（存在过密实的土体），提出了对有限宽度基础的地基承载力和基础沉降问题的解析解。Flamant解决方案（平面问题）用于应力状态计算。Hencky方程用于确定应力-应变关系以及平均应力对剪切和体积应变模量的影响。