Calculation of the bearing capability of piles in a pile field, based on the calculations and tests of single piles, taking into account their interaction with each other through the soil ground, is proposed. Differences in the operation of a single pile from a pile in a group are shown. The main attention is paid to determining the dependence of the ultimate resistance of piles on the parameters of the pile field.

中文翻译：

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群桩基础的极限抗力计算

提出了基于单桩的计算和试验，并考虑了桩在土壤中的相互作用，基于桩场的桩承载力计算方法。显示了单个桩与一组桩中桩的操作差异。主要注意确定桩的极限阻力对桩场参数的依赖性。