caa a22 4500 477113982 CHVBK 20180405111617.0 cr unu---uuuuu 170330e19960101xx s 000 0 eng 10.1007/BF02354277 doi (NATIONALLICENCE)springer-10.1007/BF02354277 Malyshev M. aut Prediction of the settlement of shallow foundations using both limiting-state criteria [Elektronische Daten] [M. Malyshev] Equations are proposed for calculation of foundation settlements and the rates of their increase in the nonlinear stage of bed-soil deformation. The possibility of using bed reserves with respect to pressures is supported on the condition that the settlement is equal to the limiting allowable. The latter makes it possible to permit foundations with smaller dimensions; an example of the calculation is discussed. Plenum Publishing Corporation, 1996 Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/1(1996-01-01), 1-5 0038-0741 33:1<1 1996 33 11204 https://doi.org/10.1007/BF02354277 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02354277 text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Malyshev M. aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/1(1996-01-01), 1-5 0038-0741 33:1<1 1996 33 11204 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer