Design calculations of the modulus of deformation of non-dilatant argillaceous (clay) soil based on the theoretical solution for a head resistance of a sounding device are presented. The results of calculations for the data of static sounding are compared with those taken as standards of the Russian Federation; a completely satisfactory correspondence is shown.

中文翻译：

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通过测深仪的头部阻力确定土壤变形模量的可能性

提出了基于扩声装置水头阻力理论解的非膨胀性泥质（粘土）土变形模量的设计计算方法。将静态探测数据的计算结果与作为俄罗斯联邦标准的计算结果进行了比较；显示了完全令人满意的对应关系。