caa a22 4500 477114059 CHVBK 20180405111617.0 cr unu---uuuuu 170330e19961101xx s 000 0 eng 10.1007/BF02354250 doi (NATIONALLICENCE)springer-10.1007/BF02354250 Assignment of boundary conditions and order of fem calculations for shallow structures [Elektronische Daten] [V. Savitskii, V. Sheinin] Characteristic features of the assignment of boundary conditions for the design of shallow structures are addressed. A computational procedure based on the finite-element method (FEM) is developed on the basis of a scheme with "removable” stresses. The following are characteristic features of the procedure: staged pattern of the calculation, which is constructed in a manner so as to account for various influences exerted on the deformation of the mass by stresses acting prior to the opening of a working and the additional stresses that develop during this opening, as well as consideration of technogenic changes in the properties of the soils. The computational procedure is accompanied by examples with various initial and boundary conditions. Plenum Publishing Corporation, 1997 Savitskii V. aut Sheinin V. aut Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/6(1996-11-01), 203-207 0038-0741 33:6<203 1996 33 11204 https://doi.org/10.1007/BF02354250 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02354250 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Savitskii V. aut NATIONALLICENCE 700 1- Sheinin V. aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/6(1996-11-01), 203-207 0038-0741 33:6<203 1996 33 11204 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer