caa a22 4500 477114342 CHVBK 20180405111618.0 cr unu---uuuuu 170330e19960301xx s 000 0 eng 10.1007/BF02354294 doi (NATIONALLICENCE)springer-10.1007/BF02354294 Some processes defining the rheological behavior of frozen soils under load [Elektronische Daten] [S. Ukhov, A. Vlasov, V. Merzlyakov, V. Savatorova, A. Talonov] In developing long-term-strength and deformability criteria for plastically frozen soils, it is expedient to account for the effect of basic physical processes that take place in them on the local level. The proposed mathematical model of a frozen soil makes it possible to predict its deformations under load, which are associated with the local ice-water phase transition in the vicinity of a mineral particle and with the release of accumulated moisture onto the free surface (it is proven that primary consolidation is also possible in frozen soils). Plenum Publishing Corporation, 1996 Ukhov S. aut Vlasov A. aut Merzlyakov V. aut Savatorova V. aut Talonov A. aut Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/2(1996-03-01), 53-60 0038-0741 33:2<53 1996 33 11204 https://doi.org/10.1007/BF02354294 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02354294 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Ukhov S. aut NATIONALLICENCE 700 1- Vlasov A. aut NATIONALLICENCE 700 1- Merzlyakov V. aut NATIONALLICENCE 700 1- Savatorova V. aut NATIONALLICENCE 700 1- Talonov A. aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/2(1996-03-01), 53-60 0038-0741 33:2<53 1996 33 11204 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer