caa a22 4500 606223843 CHVBK 20210128101140.0 cr unu---uuuuu 210128e20150101xx s 000 0 eng 10.1007/s11204-015-9290-3 doi (NATIONALLICENCE)springer-10.1007/s11204-015-9290-3 Consideration of Contraction of Loose Soil During Analysis of Cast-in-Place Piles [Elektronische Daten] [V. Orekhov, M. Orekhov] Results are presented for numerical investigations of the interaction between a single cast-in-place pile and a bed composed of loose sand. The limiting vertical load on the pile and its settlements are compared as a function of the method used to account for soil contraction. Springer Science+Business Media New York, 2015 Orekhov V. JSC NEKS, Moscow, Russia aut Orekhov M. Moscow State Civil Engineering University, Moscow, Russia aut Soil Mechanics and Foundation Engineering Springer US; http://www.springer-ny.com 51/6(2015-01-01), 282-284 0038-0741 51:6<282 2015 51 11204 https://doi.org/10.1007/s11204-015-9290-3 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/s11204-015-9290-3 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Orekhov V. JSC NEKS, Moscow, Russia aut NATIONALLICENCE 700 1- Orekhov M. Moscow State Civil Engineering University, Moscow, Russia aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Springer US; http://www.springer-ny.com 51/6(2015-01-01), 282-284 0038-0741 51:6<282 2015 51 11204