caa a22 4500 477114016 CHVBK 20180405111617.0 cr unu---uuuuu 170330e19960101xx s 000 0 eng 10.1007/BF02354278 doi (NATIONALLICENCE)springer-10.1007/BF02354278 Stress state of foundation beds from surface loads [Elektronische Daten] [S. Kushner, V. Khain] Solutions of three-dimensional problems for semi-infinite (existing in the form of extent) uniform and triangular strip loads, a uniform load on one quarter of the boundary plane of a half space, and a uniformly loaded corner of a strip foundation, which define the stress state in the bed near the ends of the strips and the ends and corners of the foundations more precisely, are presented. These solutions make it possible to account more accurately for the influence exerted by these stresses on the settlement of neighboring foundations and structures, and calculate more accurately the settlements of open strip foundations. Plenum Publishing Corporation, 1996 Kushner S. aut Khain V. aut Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/1(1996-01-01), 6-11 0038-0741 33:1<6 1996 33 11204 https://doi.org/10.1007/BF02354278 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02354278 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Kushner S. aut NATIONALLICENCE 700 1- Khain V. aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/1(1996-01-01), 6-11 0038-0741 33:1<6 1996 33 11204 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer