caa a22 4500 477114326 CHVBK 20180405111618.0 cr unu---uuuuu 170330e19960901xx s 000 0 eng 10.1007/BF02354241 doi (NATIONALLICENCE)springer-10.1007/BF02354241 Zhikhovich V. aut Procedure for investigating cyclic loading of clayey soils in uniplanar shear [Elektronische Daten] [V. Zhikhovich] A procedure is presented for the testing of clayey soils under a cyclic low-frequency load, as applies to the modernized PSG-2M(Zh) uniplanar-shear device, which makes it possible to perform tests in accordance with two loading schemes: symmetric and instantaneously increasing from zero to a positive (negative) load value. Hysteresis loops are obtained and their attenuation with increasing number of load cycles is established in tests performed in accordance with these schemes. Equations are derived for calculation of the strain and shear moduli under a stress state corresponding to uniplanar shear. Plenum Publishing Corporation, 1997 Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/5(1996-09-01), 164-168 0038-0741 33:5<164 1996 33 11204 https://doi.org/10.1007/BF02354241 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF02354241 text/html Onlinezugriff via DOI NATIONALLICENCE 100 1- Zhikhovich V. aut NATIONALLICENCE 773 0- Soil Mechanics and Foundation Engineering Kluwer Academic Publishers-Plenum Publishers 33/5(1996-09-01), 164-168 0038-0741 33:5<164 1996 33 11204 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer