caa a22 4500 477114180 CHVBK 20180405111618.0 cr unu---uuuuu 170330e19960701xx s 000 0 eng 10.1007/BF02354253 doi (NATIONALLICENCE)springer-10.1007/BF02354253 Estimation of limiting loads on sandy foundation beds [Elektronische Daten] [Yu. Zaretskii, V. Vorob'ev] Conclusions: 1. The appearance of dilatant properties of sandy soils and the initial stress state of the bed determine their deformability and bearing capacity to a significant degree. 2. Use of models of the ideally plastic behavior of a soil in computational investigations significantly underestimates the bearing capacity of the bed. 3. Development of zones of limiting state, as defined by stresses in conformity with the theory of an ideally plastic medium, appreciably outstrips development of zones of the limiting state of a soil with respect to strains. 4. Use of the model of a hardening plastic medium [3] yields a bearing capacity for the bed, which is closer to the actual estimate, irrespective of whether the onset of the limiting state is assessed in terms of stresses or strains. 5. Estimation of the bearing capacity of loose sandy beds by Terzaghi's method most closely parallels estimates from the model of a hardening plastic medium in Zaretskii's variant [3]. Plenum Publishing Corporation, 1997 Zaretskii Yu aut Vorob'ev V. aut Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/4(1996-07-01), 121-126 0038-0741 33:4<121 1996 33 11204 https://doi.org/10.1007/BF02354253 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02354253 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Zaretskii Yu aut NATIONALLICENCE 700 1- Vorob'ev V. aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/4(1996-07-01), 121-126 0038-0741 33:4<121 1996 33 11204 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer