Modeling aspects associated with time dependent behavior of soils

Geotechnical Special Publication

Volumn , Issue 61, 1996, Pages 61-95

  Adachi, Toshihisa ^a   Oka, Fusao ^b   Mimura, Mamoru ^a  

^a KYOTO UNIVERSITY   (Japan)

^b GIFU UNIVERSITY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; CONSOLIDATION; DEFORMATION; MATHEMATICAL MODELS; MECHANICAL PERMEABILITY; STRESS RELAXATION; VISCOELASTICITY; VISCOPLASTICITY;

CLAYEY SOILS; CONSTITUTIVE MODELING; SOIL SKELETON; TIME DEPENDENT SOIL BEHAVIOR;

SOIL MECHANICS;

EID: 0030403611     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (68)

1. Adachi, T. and Okano, M. (1974), "A Constitutive Equation for Normally Consolidated Clay," Soils and Foundations, Vol.14, No.4, pp.53-73.
2. Adachi, T. and Oka, F. (1982), "Constitutive Equations for Normally Consolidated Clay Based on Elasto-Viscoplasticity," Soils and Foundations, Vol.22, No.4, pp.57-70.
3. Adachi, T., Oka, F. and Mimura, M. (1985), "Descriptive Accuracy of Several Existing Constitutive Models for Normally Consolidated Clays," Proc. 5th ICONMG, Vol.1, pp.259-266.
4. Adachi, T., Oka, F. and Mimura, M. (1987), "An Elasto-viscoplastic Theory for Clay Failure," Proc. 8th Asian Regional Conf. on SMFE, Vol.1, pp.5-8.
5. Adachi, T., Oka, F. and Mimura, M. (1987), "Mathematical Structure of An Overstress Elasto-Viscoplastic Model for Clay," Soils and Foundations, Vol. 27, No. 3, pp.31-42.
6. Adachi, T., Oka, F. and Poorooshasb, H.B. (1990), "A Constitutive Model for Frozen Sand," Journal of Energy and Resources Technology, ASME.112, pp.208-212.
7. Adachi, T. and Oka, F. (1995), "Elasto-Viscoplastic Model with Strain Softening," Proc. 10th Asian Regional Conf. on SMFE, Beijing, China, International Academic Press, Vol. 1, pp.1-4.
8. Armstrong, P. J. and Frederick, C. O. (1966), "A Mathematical Representation of the Multiaxial Bauschinger Effect," C.E.G.B., Report RD/B/N 731.
9. Arulanandan, K., Shen, C.K. and Young, R.B. (1971), "Undrained Creep Behaviour of a Coastal Organic Silty Clay," Geotechnique, Vol.1, No.4, pp.359-375.
10. Aubry, D., Kodaissi, E. and Meimon, E. (1985), "A Viscoplastic Constitutive Equations for Clays Including Damage Law, Proc. 5th ICONMG, Vol.1, pp.421-428.
11. Baladi, G.Y. and Rohani, B. (1984), "Development of An Elasto-Viscoplastic Constitutive Relationship for Earth Materals," Mechanics of Engineering Materials, eds., C.S. Desai and R.H. Gallagher, John Wiley & Wiley Ltd., pp.23-43.
12. Chaboche, J. L. (1977), "Viscoplastic Constitutive Equations for the Description of Cyclic and Anisotropic Behavior of Metals," Bull, de l'Acad. Polonaise des Sciences, Serie Sc. et Tech., Vol.25, No.1, pp. 33-42.
13. Chaboche, J. L. and Rousselier, G. (1983), "On the Plastic and Viscoplastic Constitutive Equations, Part 1 : Rules Developed with Internal Variable Concept," Journal Pressure Vessel Technology, ASME, Vol.105, pp.153-158.
14. Cheney, J.A. and Arulanandan, K. (1977), "Stress Relaxation in Sand and Clay, Constitutive Equations of Soils," Proc. Specialty session 9, 9th ICSMFE, Tokyo, pp. 279-285.
15. Christensen, R.W. and Wu, P.L. (1964), "Analysis of Clay Deformation as the Rate Process, " Journal of the Soil mechanics and Foundation Division, ASCE, Vol. 90, No. SM6, pp. 125-157.
16. Dafalias, Y. (1982), "Bounding Surface Elastoplasticity-Viscoplasticity for Paniculate Cohesive Media," Proc. IUTAM Symp. on Deformation and Failure of Granular Materials, pp.97-107.
17. di Prisco, C. and Imposimato, S. (1996), "Time Dependent Mechanical Behaviour of Loose Sands," Mechanics of Cohesive-Frictional Materials, Vol. 1, No. 1, pp. 45-74.
18. Dragon, A. and Mroz, Z. (1979), "A Model for Plastic Creep of Rock-Like Materials Accounting for the Kinetics of Fracture, Int. Journal Rock Mech. Min. Sci. Geomech., Abstr., Vol.16, pp.253-259.
19. Eringen, C. (1962), "Non-Linear Theory of Continuous Media," McGraw-Hill.
20. Flavigny, L.E. and Nova, R. (1990), "Viscous Properties of Geomaterials," GEOMATERIALS, Constitutive equations and modelling, ed. by Felix Darve, Elsevier Appl. Sci. Pub. pp.27-54.
21. Garlanger, J.E. (1972), "The Consolidation of Soils Exhibiting Creep Under Constant Effective Stress," Geotechnique, Vol. 22, No. 1, pp. 71-78.
22. Hori, M. (1974), "Fundamental Study of Wave Propagation Characteristics Through Soils," Thesis for Dr. Eng., Kyoto University.
23. Kaliakin, V.N. (1988), "An Elastoplastic-Viscoplastic Bounding Surface Model for Isotropic Cohesive Soils," Proc. Int. Conf. on Rheology and Soil Mech., pp.147-163.
24. Kaliakin, V.N. and Dafalias, Y.F. (1990,a) , "Theoretical Aspects of the Elastoplastic-Viscoplastic Bounding Surface Model for Cohesive Soils, Soils and Foundations, Vol.30, No.3, pp. 11-24.
25. Kaliakin, V.N. and Dafalias, Y.F. (1990,b), "Verification of the Elastoplastic-Viscoplastic Bounding Surface Model for Cohesive Soils, Soils and Foundations, Vol.30, No.3, pp.25-36.
26. Katona, M. G. (1984), "Evaluation of Viscoplastic Cap Model," Journal Geotechnical Engineering, ASCE, Vol. 110, No. 8, pp.1106-1125.
27. Kondner, R.L. and Ho, M.M.K. (1965), "Viscoelastic Response of a Cohesive Soil in the Frequency Domain," Trans. Soc. of Rheology, Vol. 9, No. 2, pp. 329-342.
28. Lacerda, W.A. (1976), "Stress-Relaxation and Creep Effect on Soil Deformation," PhD Dissertation, University of California, Berkeley.
29. Liang, R.Y. and Ma, F.G. (1992), "A Unified Elasto-Viscoplastic Model for Clays, Part 1 : Theory" Computers and Geotechnics, Vol. 13, No.2, 71-87.
30. Matsui, T. and Abe, N. (1984), "Introduction to Constitutive Equations of Soils, Tsuchi-to-Kiso, JSSMFE, Vol. 32, No. 1, pp.71-79 (in Japanese).
31. Matsui, T. and Abe, N. (1985), "Elasto/Viscoplastic Constitutive Equation of Normally Consolidated Clays Based on Flow Surface Theory, Proc. 5th ICONMG, Vol.1, pp.407-413.
32. Matsuoka, H. and Nakai, T. (1977), "Stress-Strain Relationship of Soil Based on SMP, Proc. Specialty session 9, 9th ICSMFE, pp. 153-162.
33. Mitchell, J. K. (1976), "Fundamental of Soil Behavior," Wiely & Sons.
34. Mimura, M. and Sekiguchi, H. (1985, a), "A Review of Elasto-Viscoplastic Models with Particular Emphasis on Stress-Rate Effect," Proc. 20th Japan Nat. Conf. SMFE, pp.403-406 (in Japanese).
35. Mimura, M. and Sekiguchi, H. (1985, b), "A Review of Existing Viscoplastic Constitutive Models Regarding the Performance of Creep Rupture Prediction," Proc. 40th Japan Nat. Conf. JSCE, pp.461-462 (in Japanese).
36. Mimura, M. and Sekiguchi, H. (1986), "Some Remarks on the Delayed Failure of Clay Foundations," Proc. 21th Japan Nat. Conf. SMFE, pp.1097-1100 (in Japanese).
37. Murayama S. and Shibata, T. (1956), "On the Rheological Characters of Clay, Transaction of JSCE, No.40, pp. 1-31 (in Japanese).
38. Murayama, S. and Shibata, T. (1964), "Flow and Stress Relaxation of Clays," Proc. IUTAM Symp. on Rheology and Soil Mechanics, Grenoble, pp. 99-129.
39. Murayama, S. (1983), "Formulation of Stress-Strain-Time Behavior of Soils Under Deviatoric Stress Condition," Soils and Foundations, Vol. 23, No. 2, pp. 41-57.
40. Nova, R. (1982), "A Viscoplastic Constitutive Model for Normally Consolidated Clay," Proc. IUTAM Symp. on Deformation and Failure of Granular Materials, pp.287-295.
41. Oka, F. (1981), "Prediction of Time Dependent Behavior of Clay," Proc. 10th ICSMFE, Vol.1, pp.215-218.
42. Oka, F. (1982), "Elasto-viscoplastic Constitutive Equation for Overconsolidated Clay," Proc. Int. Symp. on Numerical Models in Geomechanics, Vol.1, pp. 147-156.
43. Oka, F. (1985), "Elasto-Viscoplastic Constitutive Equations with Memory and Internal Variables," Computer and Geomechanics, Vol.1, pp.59-69.
44. Oka, F (1988), "A Cyclic Viscoplastic Constitutive Model for Clay," Proc. 6th ICONMG, Vol.1, pp.293-298.
45. Oka, F., Adachi, T. and Mimura, M (1988), "Elasto-Viscoplastic Constitutive Models for Clays," Proc. Int. Conf. Rheology and Soil Mechanics, Elsevier, pp.12-28.
46. Oka, F. (1992), "A Cyclic Elasto-Vscoplastic Constitutive Model for Clay Based on the Non-linear Hardening Rule," Proc. 4th Numerical Models in Geomechanics, Balkema, pp. 105-114.
47. Oka, F. (1993 a), "An Elasto-Viscoplastic Constitutive Model for Clay Using a Transformed Stress Tensor," Mechanics of Materials, Vol. 16, pp.47-53.
48. Oka, F. (1993 b), "Anisotropic and Pseudo-Anisotropic Elasto-Viscoplastic Constitutive Models for Clay," Modern Approaches to Plasticity, Proc. of Int. Workshop in Horton June, Elsevier, pp.505-526.
49. Oka, F., Adachi, T. and Yashima, A. (1994), "Strain Localization Analysis by Elasto-Viscoplastic Softening Model for Frozen Sand," Int. Journal Numerical and Analytical Methods in Geomechanics, Vol. 18, pp.813-832.
50. Oka, F., Adachi T. and Yashima, A. (1995), "A Strain Localization Analysis of Clay Using a Strain Softening Viscoplastic Model," Int. Journal of Plasticity, Vol. 11, No. 5, pp.523-545.
51. Oka, F. and Yashima, A. (1995), "A Cyclic Elasto-Viscoplastic Model for Cohesive Soil," Proc. 11th ECSMFE, Copenhagen, The Danish Geotechnical Society, Vol. 6, pp.145-150.
52. Olszak, W. and Perzyna, P. (1966), "The Constitutive Equations of the Flow Theory for A-Non-stationary Yield Condition, " Proc. 11th Int. Congress of Applied Mechanics, pp. 545-553.
53. Olszak, W. and Perzyna, P. (1970), "Stationary and Non-stationary Viscoplasticity, "Inelastic Behaviour of Solids, eds., M.F. Kanninen et al., McGraw-Hill, pp. 53-75.
54. Perzyna, P. (1963), "The Constitutive Equations for Workhardening and Rate Sensitive Plastic Materials," Proc. of Vibrational Problems, Warsaw, Vol.4, No.3, pp.281-290.
55. Roscoe, K. H., Schofield, A. N. and Wroth, C. P. (1958), "On the Yielding of Soils," Geotechnique, Vol. 8, pp.22-53.
56. Saito, M. and Uezawa, H. (1961), "Failure of Soil Due to Creep," Proc. 5th ICSMFE, Paris, Vol. 1, pp. 315-318.
57. Schofield, A. N. and Wroth, C. P. (1968), "Critical State Soil Mechanics," McGraw-Hill.
58. Sekiguchi, H. (1977), "Rheological Characteristics of Clays," Proc. 9th ICSMFE, Vol.1, pp.289-292.
59. Sekiguchi, H. (1984), "Theory of Undrained Creep Rupture of Normally Consolidated Clay Based on Elasto-Viscoplasticity," Soils and Foundations, Vol.24, No.1, pp.129-147.
60. Sekiguchi, H. (1985), "Macrometric Approaches -Static-Intrinsically Time-Dependent," Constitutive Laws of Soils, Report of ISSMFE Subcommittee on Constitutive Laws of Soils and Proc. of Discussion Session 1A, ISSMFE Sub Committee on Constitutive Laws of Soils,11th ICFMFE, San Francisco, pp.66-98.
61. Singh, A. and Mitchell, J.K. (1968), "General Stress-Strain-Time Function for Soils," Journal of Soil Mechanics and Foundation Engineering, ASCE, Vol. 94, No.SM1, pp. 21-46.
62. Ter-Stepanian, G (1975), "Creep of Clays During Shear and Its Rheological Model," Geotechnique, Vol. 25, No. 2, pp. 299-320.
63. Ting, W.J. (1983), "On the Nature of the Minimum Creep Rate-Time Correlation for Soil, Ice and Frozen Soil," Canadian Geotechnical Journal, Vol. 20, No. 1, pp.176-182.
64. Valanis, K.C. (1971), "A Theory of Viscoplasticity Without a Yield Surface-1," Archiv of Mechanics, Vol. 23, No. 4, pp. 517-533.
65. Yin, J.-H. and Graham, J. (1989, a), "Viscous-Elastic-Plastic Modelling of One-Dimensional Time-Dependent Behaviour of Clays," Canadian Geotechnical Journal, Vol. 26, No.2, pp. 199-209.
66. Yin, J.-H. and Graham, J (1989, b), "General Elastic Viscous Plastic Constitutive Relations for 1-D Straining in Clays," Proc. 3rd NUMOG, pp.108-117.
67. Yin J.-H. and Graham, J (1994), "Equivalent Times and One-Dimensional Elastic Viscoplastic Modelling of Time-Dependent Stress-Strain Behaviour of Clays," Canadian Geotechnical Journal, Vol. 31, No.1, pp.42-52.
68. Zienkiewicz, O.C., Humpheson, C. and Lewis, R.W. (1975), "Associated and Non-Associated Viscoplasticity and Plasticity in Soil Mechanics," Geotechnique, Vol. 25. No. 4, pp. 671-689.