On the influence of the polarization and the shape of the strain loop on strain accumulation in sand under high-cyclic loading

Soil Dynamics and Earthquake Engineering

Volumn 27, Issue 1, 2007, Pages 14-28

  Wichtmann, T ^a   Niemunis, A ^a   Triantafyllidis, Th ^a  

^a RUHR UNIVERSITY BOCHUM   (Germany)

Author keywords

Cyclic multidimensional simple shear tests; Cyclic triaxial tests; In phase cycles; Out of phase cycles; Sand; Strain accumulation

Indexed keywords

COMPACTION; CYCLIC LOADS; POLARIZATION; SHEAR STRESS; STRAIN;

CYCLIC MULTIDIMENSIONAL SIMPLE SHEAR TESTS; CYCLIC TRIAXIAL TESTS; IN-PHASE CYCLES; OUT-OF-PHASE CYCLES; STRAIN ACCUMULATION;

SAND;

COMPACTION; CYCLIC LOADING; DYNAMIC RESPONSE; SANDY SOIL; STRAIN ANALYSIS; STRESS ANALYSIS; TRIAXIAL TEST;

EID: 33747364240     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2006.05.002     Document Type: Article

References (17)

1. Niemunis A. On the estimation of the amplitude of shear strain from measurements in situ. Soil Dyn Earthquake Eng 14 (1995) 1-3
2. Niemunis A. Extended hypoplastic models for soils. Habilitation, Veröffentlichungen des Institutes für Grundbau und Bodenmechanik, Ruhr-Universität Bochum, Heft Nr. 34, 2003. available from 〈http://www.pg.gda.pl/~aniem/an-liter.html〉.
3. Niemunis A., Wichtmann T., and Triantafyllidis T. A high-cycle accumulation model for sand. Comput Geotech 32 4 (2005) 245-263
4. Wichtmann T., Niemunis A., and Triantafyllidis T. Strain accumulation in sand due to cyclic loading: drained triaxial tests. Soil Dyn Earthquake Eng 25 12 (2005) 967-979
5. Wichtmann T, Niemunis A, Triantafyllidis T. Strain accumulation in sand due to cyclic loading: drained cyclic tests with triaxial extension. Soil Dyn Earthquake Eng 2006, in press, doi:10.1016/j.soildyn.2006.04.001.
6. Wichtmann T. Explicit accumulation model for non-cohesive soils under cyclic loading. Dissertation, Schriftenreihe des Institutes für Grundbau und Bodenmechanik der Ruhr-Universität Bochum, Heft 38, 2005.
7. Ko H.Y., and Scott R.F. Deformation of sand in hydrostatic compression. J Soil Mech Found Div, ASCE 93 SM3 (1967) 137-156
8. Choi C, Arduino P. Behavioral characteristics of gravelly soils under general cyclic loading conditions. In: Triantafyllidis T, editor, Cyclic behaviour of soils and liquefaction phenomena. Proceedings of CBS04. Rotterdam: Balkema; 2004. p. 115-22.
9. Yamada Y., and Ishihara K. Yielding of loose sand in three-dimensional stress conditions. Soils Found 22 3 (1982) 15-31
10. Pyke R., Seed H.B., and Chan C.K. Settlement of sands under multidirectional shaking. J Geotech Eng Div ASCE 101 GT4 (1975) 379-398
11. Ishihara K., and Yamazaki F. Cyclic simple shear tests on saturated sand in multi-directional loading. Soils Found 20 1 (1980) 45-59
12. Nicholson P.G., Seed R.B., and Anwar H.A. Elimination of membrane compliance in undrained triaxial testing. I. Measurement and evaluation. Can Geotechn J 30 (1993) 727-738
13. Kjellman W. Testing the shear strength of clay in sweden. Géotechnique 2 3 (1951) 225-232
14. Bjerrum L., and Landva A. Direct simple shears tests on a norwegian quick clay. Géotechnique 16 1 (1966) 2-20
15. Budhu M. Nonuniformities imposed by simple shear apparatus. Can Geotech J 20 (1984) 125-137
16. Budhu M., and Britto A. Numerical analysis of soils in simple shear devices. Soils Found 27 2 (1987) 31-41
17. Wichtmann T., Niemunis A., and Triantafyllidis T. Experimental evidence of a unique flow rule of non-cohesive soils under high-cyclic loading. Acta Geotechnica 1 1 (2006) 59-73