Calculation of the Lateral Resistance of a Probe Based on Mechanical Characteristics of the Soil

被引:0
|
作者
A. A. Grevtsev
V. G. Fedorovskii
机构
[1] Biteks Construction Company,
[2] N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures,undefined
关键词
Clayey Soil; Building Code; Spherical Cavity; Compression Modulus; Cylindrical Cavity;
D O I
暂无
中图分类号
学科分类号
摘要
Computational models of the sinking of a probe during static penetration in soils, which are based on problems of the expansion of spherical and cylindrical cavities in the soil, are examined, and results of the calculations are compared with data derived from geologic-engineering surveys.
引用
收藏
页码:263 / 267
页数:4
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