caa a22 4500 606223525 CHVBK 20210128101139.0 cr unu---uuuuu 210128e20150901xx s 000 0 eng 10.1007/s11204-015-9332-x doi (NATIONALLICENCE)springer-10.1007/s11204-015-9332-x Gotman A. Bashkir Scientific-Research Institute of Construction, Ufa, Russia aut Analysis of Combined Pile Foundations Exposed to Horizontal Load and Bending Moment [Elektronische Daten] [A. Gotman] A method is presented for analyzing a combined pile foundation with inclined piles exposed to combined horizontal load and bending moment. A contact Winkler model was used, in the form of a multi-layer subgrade in which the subgrade reaction coefficient is constant within each layer. The nonlinearity of subgrade deformation and the piling material was taken into account. Analysis data are compared to experimental data. Springer Science+Business Media New York, 2015 Soil Mechanics and Foundation Engineering Springer US; http://www.springer-ny.com 52/4(2015-09-01), 225-231 0038-0741 52:4<225 2015 52 11204 https://doi.org/10.1007/s11204-015-9332-x 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/s11204-015-9332-x text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Gotman A. Bashkir Scientific-Research Institute of Construction, Ufa, Russia aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Springer US; http://www.springer-ny.com 52/4(2015-09-01), 225-231 0038-0741 52:4<225 2015 52 11204