Plasticity modeling of the effect of sample preparation method on sand response

Soils and Foundations

Volumn 45, Issue 2, 2005, Pages 109-123

  Papadimitriou, Achilleas G ^a,b   Dafalias, Yannis F ^a,b   Yoshimine, Mitsutoshi ^c  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

^c TOKYO METROPOLITAN UNIVERSITY   (Japan)

Author keywords

Anisotropy; Constitutive equation of soil; Dilatancy plasticity; Sand; Soil structure; Test procedure (IGC: D3 D6 E13)

Indexed keywords

ANISOTROPY; PLASTICITY; POLYPROPYLENES; SAND; TENSORS;

CONSTITUTIVE EQUATION OF SOILS; EXPERIMENTAL EVIDENCE; HARDENING RESPONSE; MECHANICAL RESPONSE; SAMPLE PREPARATION METHODS; SOIL STRUCTURE; STRESS-STRAIN RESPONSE; TEST PROCEDURES;

CONSTITUTIVE EQUATIONS;

EID: 33751081130     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.45.2_109     Document Type: Conference Paper

References (37)

1. Alarcon, A. and Leonards, G. A. (1988): Liquefaction evaluation procedure: discussion, J. Geotech. Engrg, ASCE, 114(2), 232-236.
2. Been, K. and Jefferies, M. G. (1985): A state parameter for sands, Géotechnique, 35(2), 99-112.
3. Been, K., Jefferies, M. G. and Hachey, J. (1991): The critical state of sands, Géotechnique, 41(3), 365-381.
4. Casagrande, A. (1936): Characteristics of cohesionless soils affecting the stability of slopes and earth fills, J. Boston Society of Civil Engineers, 23(1), 13-32.
5. Castro, G. and Poulos, S. J. (1977): Factors affecting liquefaction and cyclic mobility, J. Geotech. Engrg. Div., ASCE, 103(6), 501-516.
6. Dafalias, Y. F. (1986): An anisotropic critical state clay plasticity model, Mechanics Research Communications, 13, 341-347.
7. Dafalias, Y. F. and Manzari, M. T. (2004): A simple plasticity sand model accounting for fabric change effects, J. Engrg, Mech., ASCE, 130(6), 622-634.
8. Dafalias, Y. F., Papadimitriou, A. G. and Li, X. S. (2004): Sand plasticity model accounting for inherent fabric anisotropy, J. Engrg. Mech., ASCE, 130(11), 1319-1333.
9. DeGregorio, V. B. (1990): Loading systems, sample preparation, and liquefaction, J. Geotech. Engrg., ASCE, 116(5), 805-821.
10. Dennis, N. D. (1988): Liquefaction evaluation procedure: Discussion, J. Geotech. Engrg., ASCE, 114(2), 241-243.
11. Ishihara, K. (1993): Liquefaction and flow failure during earthquakes, Géotechnique, 43(3), 351-415.
12. Kuerbis, R. and Vaid, Y. P. (1988): Sand sample preparation-the slurry deposition method, Soils and Foundations, 28(4), 107-118.
13. Ladd, R. S. (1974): Specimen preparation and liquefaction of sands, J. Geotech. Engrg. Div., ASCE, 100(10), 1180-1184.
14. Ladd, R. S. (1977): Specimen preparation and cyclic stability of sands, J. Geotech. Engrg. Div., ASCE, 103(6), 535-547.
15. Li, X. S. and Dafalias, Y. F. (2000): Dilatancy for cohesionless soils, Géotechnique, 50(4), 449-460.
16. Li, X. S. and Dafalias, Y. F. (2002): Constitutive modelling of inherently anisotropic sand behavior, J. Geotech. Geoenviron. Engrg., ASCE, 128(10), 868-880.
17. Li, X. S. and Wang, Y. (1998): Linear representation of steady-state line for sand, J. Geotech. Geoenviron. Engrg., ASCE, 124(12), 1215-1217.
18. Manzari, M. T. and Dafalias, Y. F. (1997): A critical state two-surface plasticity model for sands, Géotechnique, 47(2), 255-272.
19. Miura, S. and Toki, S. (1982): A simple preparation method and its effect on static and cyclic deformation-strength properties of sand, Soils and Foundations, 22(1), 61-77.
20. Mooney, M. A., Finno, R. J. and Viggiani, G. (1998): A unique critical state for sand?, J. Geotech. Geoenviron. Engrg., ASCE, 124(11), 1100-1108.
21. Mooney, M. A., Viggiani, G. and Finno, R. J. (1997): Undrained shear band deformation in granular media, J. Engrg. Mech., ASCE, 123(6), 577-585.
22. Mulilis, J. P., Seed, H. B., Chan, C. K., Mitchell, J. K. and Arulanandan, K. (1977): Effects of sample preparation on sand liquefaction, J. Geotech. Engrg. Div., ASCE, 103(2), 91-108.
23. Nakata, Y., Hyodo, M., Murata, H. and Yasufuku, N. (1998): Flow deformation of sands subjected to principal stress rotation, Soils and Foundations, 38(2), 115-128.
24. Oda, M. (1981): Anisotropic strength of cohesionless sands, J. Geotech. Engrg. Div., ASCE, 107(9), 1219-1231.
25. Oda, M. (1999): Fabric tensor and its geometrical meaning, Introduction to Mechanics of Granular Materials, (eds. by Oda, M. and Iwashita, K.), A. A. Balkema, Rotterdam, 27-35.
26. Oda, M. and Nakayama, H. (1988): Introduction of inherent anisotropy of soils in the yield function, Micromechanics of Granular Materials, (eds. by Satake, M. and Jenkins, J. T.), Elsevier Science Pub., Amsterdam, 81-90.
27. Oda, M., Nemat-Nasser, S. and Konishi, J. (1985): Stress-induced anisotropy in granular masses, Soils and Foundations, 25(3), 85-97.
28. Poulos, S. J., Castro, G. and France, J. (1985): Liquefaction evaluation procedure, J. Geotech. Engrg. Div., ASCE, 111(6), 772-792.
29. Reimer, M. F. and Seed, R. B. (1997): Factors affecting apparent position of steady-state line, J. Geotech. Geoenviron. Engrg., ASCE, 123(3), 281-288.
30. Tatsuoka, F., Ochi, K., Fujii, S. and Okamoto, M. (1986): Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods, Soils and Foundations, 26(3), 23-41.
31. Tobita, Y. (1989): Fabric tensors, Mechanics of Granular Materials, Report from TC-13, ISSMFE, (ed. by Satake, M.), Rio de Janeiro, 6-9.
32. Vaid, Y. P., Sivathayalan, S. and Stedman, D. (1999): Influence of specimen-reconstituting method on the undrained response of sand, Geotech. Test. J., 22(3), 187-195.
33. Verdugo, R. and Ishihara, K. (1996): The steady state of sandy soils, Soils and Foundations, 36(2), 81-92.
34. Yoshimine, M. and Ishihara, K. (1998): Flow potential of sand during liquefaction, Soils and Foundations, 38(3), 187-196.
35. Yoshimine, M., Ishihara, K. and Vargas, W. (1998): Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand, Soils and Foundations, 38(3), 177-186.
36. Yoshimine, M., Robertson, P. K. and Wride, C. E. (1999): Undrained shear strength of clean sands to trigger flow liquefaction, Can. Geotech. J., 36(5), 891-906.
37. Zlatovic, S. and Ishihara, K. (1997): Normalized behavior of very loose non-plastic soils: effects of fabric, Soils and Foundations, 37(4), 47-56.