caa a22 4500 477114296 CHVBK 20180405111618.0 cr unu---uuuuu 170330e19960901xx s 000 0 eng 10.1007/BF02354239 doi (NATIONALLICENCE)springer-10.1007/BF02354239 Bezvolev S. aut Engineering method of predicting structure settlement with allowance for primary and secondary bed consolidation [Elektronische Daten] [S. Bezvolev] The possibility of separating the consolidation of a loaded saturated bed into the phases of the prevailing effect of the seepage and viscous resistances of the soil is substantiated by the dependence of primary deformations on the duration of the seepage phase. A simple method of calculating the settlements of structures and the time required for dispersal of excess pore pressure and the stabilization of soil deformations is developed on the basis of the indicated concept and familiar laws governing the occurrence of various phases. Procedures are proposed for calculation of soil parameters and determination of correlation relationships for their approximate assignment with respect to indicators of the soil's physical properties. Computed results are compared with data derived from field observations for a bed with a layer of weak saturated clayey soil. Plenum Publishing Corporation, 1997 Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/5(1996-09-01), 153-159 0038-0741 33:5<153 1996 33 11204 https://doi.org/10.1007/BF02354239 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02354239 text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Bezvolev S. aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/5(1996-09-01), 153-159 0038-0741 33:5<153 1996 33 11204 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer