caa a22 4500 467951705 CHVBK 20180405193743.0 cr unu---uuuuu 170328e20041101xx s 000 0 eng 10.1007/s11204-004-0003-6 doi (NATIONALLICENCE)springer-10.1007/s11204-004-0003-6 (NATIONALLICENCE)springer-10.1007/s11204-005-0009-8 Static probing of soils using the "equilibrated probe” [Elektronische Daten] [B. Goncharov, N. Gareeva] Experience gained with the probing of soils using an "equilibrated-probe” mechanism, which makes it possible to measure the soil's resistance to penetration of the probe at low rates of displacements comparable to the rate of displacement of a pile and plate during static tests is outlined. Results are presented for field investigations and design characteristics obtained from probing data and derived from plate and pile tests. Basic trends in continued research are noted for expansion of practical application of the method proposed. Springer Science+Business Media, Inc., 2004 Goncharov B. aut Gareeva N. aut Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Consultants Bureau 41/6(2004-11-01), 205-209 0038-0741 41:6<205 2004 41 11204 https://doi.org/10.1007/s11204-004-0003-6 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/s11204-004-0003-6 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Goncharov B. aut NATIONALLICENCE 700 1- Gareeva N. aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Consultants Bureau 41/6(2004-11-01), 205-209 0038-0741 41:6<205 2004 41 11204 NATIONALLICENCE 856 40 https://doi.org/10.1007/s11204-005-0009-8 text/html Onlinezugriff via DOI Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer NATIONALLICENCE NATIONALLICENCE NL-springer