A cyclic viscoelastic-viscoplastic constitutive model for clay and liquefaction analysis of multi-layered ground

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 28, Issue 2, 2004, Pages 131-179

  Oka, Fusao ^a   Kodaka, Takeshi ^a   Kim, Yong Seong ^b  

^a KYOTO UNIVERSITY   (Japan)

^b Korea Water Resources Corporation   (South Korea)

Author keywords

Clay; Constitutive model; Finite element analysis; Layered ground; Liquefaction; Viscoelastic; Viscoplastic

Indexed keywords

DAMPING; DEFORMATION; PORE PRESSURE; SOIL LIQUEFACTION; STRESSES; VISCOELASTICITY; VISCOPLASTICITY;

CYCLIC STRENGTH; TRIAXIAL TESTS;

CLAY;

CLAY; CONSTITUTIVE EQUATION; LIQUEFACTION; SOIL DYNAMICS; SOIL MECHANICS; VISCOELASTICITY; VISCOPLASTICITY;

EID: 1142293041     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.329     Document Type: Article

References (26)

1. Oka F, Yashima A, Tateishi A, Taguchi Y, Yamashita S. A cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus. Geotechnique 1999; 49(5):661-680.
2. Oka F. A cyclic elasto-viscoplastic constitutive model for clay based on the non-linear hardening rule. Proceeding of the 4th International Symposium on Numerical Models in Geomechanics NUMCG, vol. IV, Pande GN, Pietruszczak S (eds), Swansea. Balkema: Rotterdam, 1992; 1:105-114.
3. Chaboche JL, Rousselier G. On the plastic and viscoplastic constitutive equations-Part I: Rules developed with internal variable concept. Journal of Pressure Vessel Technology (Transactions of ASME) 1983; 105:103-158.
4. Kondner RL, Ho MMK. Viscoelastic response of a cohesive soil in the frequency domain. Transaction of the Society of Rheology 1965: 9(2):329-342.
5. Murayama S, Shibata T. Flow and stress relaxation of clays. Proceedings of IUTAM Symposium on Rheology and Soil Mechanics, Kravchenko J, Sirieys PM (eds), Grenoble, 1964. Springer: Berlin, 1966;99-129.
6. Akai K, Hori M. Consideration of wave characteristics in soil assumed as viscoplastic material. Proceedings of the Japan Society for Civil Engineers 1974; 221:81-91.
7. Hori M. Fundamental studies on wave propagation characteristics through soils. Ph.D. Thesis, Department of Civil Engineering, Kyoto University, Kyoto, Japan, 1974; 90-143.
8. Di Benedetto H, Tatsuoka F. Small strain behaviour of geomaterials: modelling of strain rate effects. Soils and Foundations 1997: 37(2):127-138.
9. Kim Y-S. A cyclic viscoelastic-viscoplastic constitutive model for clay and its application to liquefaction analysis. Ph.D. Thesis, Department of Civil Engineering, Kyoto University, Kyoto, Japan, 2001.
10. Oka F, Yashima A, Shibata T, Kato M, Uzuoka R. FEM-FDM coupled liquefaction analysis of a porous soil using an elasto-plastic model. Applied Scientific Research 1994; 52:209-245.
11. Oka F. Material for LlQCA2D01 (2001 Version). Development group of liquefaction analysis method LIQCA 2002 (in Japanese).
12. Adachi T, Oka F. Constitutive equations for normally consolidated clay based on elasto-viscoplasticity. Soils and Foundations 1982; 22(4):57-70.
13. Schofield AN, Wroth CP. Critical State Soil Mechanics. McGraw-Hill: New York, 1968.
14. Perzyna P. The constitutive equations for work-hardening and rate sensitive plastic materials. Proceedings of the Vibration Problems, Warsaw, 1963; 4(3):281-290.
15. Oka F. Elasto-viscoplastic constitutive equation for overconsolidated clay. Proceedings of the First International Symposium on Numerical Models in Geomechanics, Dungar R, Pande GN, Studer J (eds), Zurich. Balkema: Rotterdam, 1982; 147-156.
16. Oka F, Higo Y, Kimoto S. Effect of dilatancy on the strain localization of water-saturated elasto-viscoplastic soil. International Journal of Solids and Structures 2002; 39:3625-3647.
17. Zienkiewicz OC, Bettess P. Soils and other saturated porous media under transient, dynamic conditions. General formulation and the validity of various simplifying assumptions. Soil mechanics-Transient and Cyclic Loads, Chapter 1, Pande GN, Zienkiewicz OC (eds). Wiley: New York, 1982; 1-16.
18. National Astronomical Observatory. Chronological Scientific Table, Earth Science 2003; 700-731 (in Japanese).
19. Sugito M, Sekiguchi K, Yashima A, Oka F, Taguchi Y, Kato Y. Correction of orientation error of borehole strong motion array records obtained during the South Hyogo Earthquake of January 17, 1995. Journal of Structural Mechanics and Earthquake Engineering (JSCE) 1996; 531/1-34:51-63.
20. Yashima A, Oka F, Taguchi Y, Tateishi A. Three dimensional liquefaction analysis considering the compressibility of fluid phase. Proceedings of the 40th Japanese Geotechnical Society Symposium, 1995; 257-264 (in Japanese).
21. Taguchi Y, Tateishi A, Oka F, Yashima A. Three-dimensional liquefaction analysis method and array record simulation in Great Hanshin Earthquake. Proceedings of the 11th World Conference on Earthquake Engineering, Acapulco, Sociedad Mexicana de Ingenieria Sismica, AC (ed.). Balkema: Rotterdam, 1996: (CD-ROM) No. 1042.
22. Oka F, Sugito M, Yashima A, Taguchi Y, Sekiguchi K. Analysis of strong motion records from the South Hyogo Earthquake of January 17, 1995. Engineering Geology 1996; 43:85-106.
23. Oka F, Yashima A, Sugito M, Taguchi Y. Three dimensional liquefaction analysis of reclaimed island. Proceedings of the 7th International Offshore and Polar Engineering Conference, Honolulu, 1997; 1:665-670.
24. Furuta R, Takeuchi N, Yashima A, Sugito M, Furumoto Y, Uzuoka R. Ground motion amplification due to consolidation history of a reclaimed land. Proceedings of the 4th Japan Conference on Structural Safety and Reliability, JCOSSAR 2000, 2000; 289-296 (in Japanese).
25. Development Bureau of Kobe City. Report on the Ground Deformation at Reclaimed Land During the 1995 Hyogoken Nambu Earthquake, 1995; 1-119 (in Japanese).
26. Sugito M, Oka F, Yashima A, Furumoto Y, Yamada K. Time-dependent ground motion amplification characteristics at reclaimed land after the 1995 Hyogoken Nambu Earthquake. Engineering Geology 2000; 56:137-150.