caa a22 4500 606223606 CHVBK 20210128101139.0 cr unu---uuuuu 210128e20150901xx s 000 0 eng 10.1007/s11204-015-9328-6 doi (NATIONALLICENCE)springer-10.1007/s11204-015-9328-6 Computational Model of the Carrying Capacity of a Reinforced Foundation with Cyclic Loading [Elektronische Daten] [I. Mirsayapov, I. Koroleva] A computational model is proposed for determining the carrying capacity of subgrade reinforced with vertical elements is proposed. The model is based on the hypothesis that the resistance of the subgrade to indentation by the foundation slab is comprised of the resistance to triaxial compression in the central zone and resistance to shear in the edge zones. Springer Science+Business Media New York, 2015 Mirsayapov I. Department of Foundation Engineering, Building Dynamics, and Engineering Geology, Kazan' State Architectural and Building University, Kazan', Russia aut Koroleva I. Department of Foundation Engineering, Building Dynamics, and Engineering Geology, Kazan' State Architectural and Building University, Kazan', Russia aut Soil Mechanics and Foundation Engineering Springer US; http://www.springer-ny.com 52/4(2015-09-01), 198-205 0038-0741 52:4<198 2015 52 11204 https://doi.org/10.1007/s11204-015-9328-6 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/s11204-015-9328-6 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Mirsayapov I. Department of Foundation Engineering, Building Dynamics, and Engineering Geology, Kazan' State Architectural and Building University, Kazan', Russia aut NATIONALLICENCE 700 1- Koroleva I. Department of Foundation Engineering, Building Dynamics, and Engineering Geology, Kazan' State Architectural and Building University, Kazan', Russia aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Springer US; http://www.springer-ny.com 52/4(2015-09-01), 198-205 0038-0741 52:4<198 2015 52 11204