caa a22 4500 477114075 CHVBK 20180405111617.0 cr unu---uuuuu 170330e19961101xx s 000 0 eng 10.1007/BF02354246 doi (NATIONALLICENCE)springer-10.1007/BF02354246 Displacements of an enclosing wall during trench excavation [Elektronische Daten] [B. Didukh, V. Ioselevich] The problem of the development of a stress-strain state of a bounded soil mass undergoing trench excavation, one of the edges of which supports a rigid enclosing wall, is addressed. An effective iteration algorithm is developed for the numerical solution of the problem of the wall's displacement and stress variation in the soil with deepening of the trench. It is demonstrated that there is a critical depth of excavation, which when exceeded, equilibrium of the wall is impossible, and the edge of the trench supported by the wall collapses together with the latter. Plenum Publishing Corporation, 1997 Didukh B. aut Ioselevich V. aut Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/6(1996-11-01), 187-192 0038-0741 33:6<187 1996 33 11204 https://doi.org/10.1007/BF02354246 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02354246 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Didukh B. aut NATIONALLICENCE 700 1- Ioselevich V. aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/6(1996-11-01), 187-192 0038-0741 33:6<187 1996 33 11204 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer