caa a22 4500 606223886 CHVBK 20210128101140.0 cr unu---uuuuu 210128e20150101xx s 000 0 eng 10.1007/s11204-015-9287-y doi (NATIONALLICENCE)springer-10.1007/s11204-015-9287-y Calculation of the Lateral Resistance of a Probe Based on Mechanical Characteristics of the Soil [Elektronische Daten] [A. Grevtsev, V. Fedorovskii] 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. Springer Science+Business Media New York, 2015 Grevtsev A. Biteks Construction Company, Moscow, Russia aut Fedorovskii V. N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia aut Soil Mechanics and Foundation Engineering Springer US; http://www.springer-ny.com 51/6(2015-01-01), 263-267 0038-0741 51:6<263 2015 51 11204 https://doi.org/10.1007/s11204-015-9287-y text/html Onlinezugriff via DOI BK010053 XK010053 XK010000 Metadata rights reserved Springer special CC-BY-NC licence nationallicence 1 research-article jats NATIONALLICENCE NATIONALLICENCE NL-springer NATIONALLICENCE 856 40 https://doi.org/10.1007/s11204-015-9287-y text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Grevtsev A. Biteks Construction Company, Moscow, Russia aut NATIONALLICENCE 700 1- Fedorovskii V. N. M. Gersevanov Scientific-Research Institute of Foundations and Underground Structures, Moscow, Russia aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Springer US; http://www.springer-ny.com 51/6(2015-01-01), 263-267 0038-0741 51:6<263 2015 51 11204