caa a22 4500 477113966 CHVBK 20180405111617.0 cr unu---uuuuu 170330e19960101xx s 000 0 eng 10.1007/BF02354280 doi (NATIONALLICENCE)springer-10.1007/BF02354280 Meschyan S. aut Two methods of determining the ultimate long-term shear strength of clayey soils [Elektronische Daten] [S. Meschyan] A comparison is made between different alternate schemes for determination of the strength of soils possessing rheological properties on the basis of our own experimental data. An original method is proposed for determination of the ultimate long-term strength from tests on the conditionally instantaneous failure of soil after preliminary deformation in a creep regime, as well as from tests in a controlled-deformation regime. Plenum Publishing Corporation, 1996 Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/1(1996-01-01), 16-20 0038-0741 33:1<16 1996 33 11204 https://doi.org/10.1007/BF02354280 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02354280 text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Meschyan S. aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/1(1996-01-01), 16-20 0038-0741 33:1<16 1996 33 11204 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer