caa a22 4500 477114164 CHVBK 20180405111618.0 cr unu---uuuuu 170330e19960501xx s 000 0 eng 10.1007/BF02361019 doi (NATIONALLICENCE)springer-10.1007/BF02361019 Active and passive pressures with seismically induced changes in the direction of surface-friction forces [Elektronische Daten] [P. Yakovlev, M. Dubrovskii, Z. Assaf] Conditions favorable to the development, and characteristic features of the accounting of the "reverse” direction of surface-friction forces at the contact between a retaining wall and soil medium with determination of the latter's lateral pressure are indicated. Basic computational relationships are presented for steep and inclined walls, and also the results of the mathematical modeling of the "structure/soil-medium” system with variation of the latter's computational parameters are presented. A general computational algorithm, which takes into account any direction of contact-friction forces, and a program that runs the algorithm on a computer, as well as tables of the range of combinations of initial parameters, including parameters that account for seismic effects, are developed. Plenum Publishing Corporation, 1997 Yakovlev P. aut Dubrovskii M. aut Assaf Z. aut Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/3(1996-05-01), 99-104 0038-0741 33:3<99 1996 33 11204 https://doi.org/10.1007/BF02361019 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02361019 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Yakovlev P. aut NATIONALLICENCE 700 1- Dubrovskii M. aut NATIONALLICENCE 700 1- Assaf Z. aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/3(1996-05-01), 99-104 0038-0741 33:3<99 1996 33 11204 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer