caa a22 4500 606223533 CHVBK 20210128101139.0 cr unu---uuuuu 210128e20150901xx s 000 0 eng 10.1007/s11204-015-9325-9 doi (NATIONALLICENCE)springer-10.1007/s11204-015-9325-9 On the Determination of the Maximum Earth Pressure on Retaining Walls [Elektronische Daten] [A. Karaulov, K. Korolev] A solution of Culmann's scheme is proposed for determining active and passive earth pressures on retaining walls. It is shown that the active and passive earth pressure coefficients obtained in the solution are different from those given in SP 22.13302011. It is proposed that the results of the solution be used in practical calculations of the active and passive earth pressure on retaining walls. Springer Science+Business Media New York, 2015 Karaulov A. Department of Geology and Foundations Engineering, Siberian State Transport University, Novosibirsk, Russia aut Korolev K. Department of Geology and Foundations Engineering, Siberian State Transport University, Novosibirsk, Russia aut Soil Mechanics and Foundation Engineering Springer US; http://www.springer-ny.com 52/4(2015-09-01), 175-180 0038-0741 52:4<175 2015 52 11204 https://doi.org/10.1007/s11204-015-9325-9 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/s11204-015-9325-9 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Karaulov A. Department of Geology and Foundations Engineering, Siberian State Transport University, Novosibirsk, Russia aut NATIONALLICENCE 700 1- Korolev K. Department of Geology and Foundations Engineering, Siberian State Transport University, Novosibirsk, Russia aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Springer US; http://www.springer-ny.com 52/4(2015-09-01), 175-180 0038-0741 52:4<175 2015 52 11204