Effects of viscous properties and ageing on the stress-strain behaviour of geomaterials

Geotechnical Special Publication

Volumn , Issue 143, 2005, Pages 1-60

  Tatsuoka, Fumio ^a  

^a UNIVERSITY OF TOKYO   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

AGING OF MATERIALS; CLAY; CYCLIC LOADS; GEOTECHNICAL ENGINEERING; MATHEMATICAL MODELS; STRAIN; VISCOSITY; YIELD STRESS;

GEOMATERIALS; MONOTONIC LOADING (ML); STRAIN COMPRESSION TESTS; VISCOUS PROPERTIES;

MATERIALS SCIENCE;

EID: 19844374943     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40797(172)1     Document Type: Conference Paper

References (71)

1. Adachi, T., Oka, F. and Mimura, M. (1996). "Modeling aspects associated with time dependent behavior of soils." S-O-A Report for Session on Measuring and Modeling Time Dependent Soil Behaviour, ASCE Convention, Washington, Geotechnical Special Publication 61, 61-95.
2. Anh Dan, L. Q., Tatsuoka, F., and Koseki, J. (2003). "Viscous shear stress-strain characteristics of dense gravel in triaxial compression." Geotechnical Testing Journal, ASTM (submitted).
3. Deng, J.-L. (2004). Internal report, Geotechnical Engineering Laboratory, the University of Tokyo.
4. Di Benedetto, H. Sauzeat, C. and Geoffroy, H. (2001). "Modelling viscous effects and behaviour in the small strain domains." Proc. 2nd Int. Symp. on Prefailure Deformation Characteristics of Geomaterials, IS Torino (Jamiolkowski et al., eds.), 2, 1357-1367.
5. Di Benedetto, H., Tatsuoka, F. and Ishihara, M. (2002). "Time-dependent deformation characteristics of sand and their constitutive modeling." Soils and Foundations, 42(2), 1-22.
6. Drozsov, A. (1998). "Mechanics of the viscoelastic solids." John Wiley & Sons, Ltd. England.
7. Goto, R., Hirai, N. and Hanai, T. (1962). "Rheology and its applications." Kyoritsu Shuppan Publications (in Japanese).
8. Goto. S, Tatsuoka, F., Shibuya, S., Kim, Y.-S., and Sato, T.(1991). "A simple gauge for local small strain measurements in the laboratory." Soils and Foundations, 31(1), 169-180.
9. Hayano, K., Matsumoto, M., Tatsuoka, F. and Koseki, J. (2001). "Evaluation of time-dependent deformation property of sedimentary soft rock and its constitutive modeling." Soils and Foundations, 41(2), 21-38.
10. th Japan National Conf. on Geotechnical Engineering, JGS, Akita, June (in Japanese).
11. Hirakawa, D. (2003). "Study on residual deformation characteristics of geosynthetic-reinforced soil structures." Doctor of Engineering thesis, University of Tokyo (in Japanese).
12. Hirakawa, D., Kongkitkul, W., Tatsuoka, F. and Uchimura, T. (2004). "Time-dependent stress-strain behaviour due to viscous property of geosynthetic reinforcement." Geosynthetics International, Thomas Telford (accepted).
13. Hoque, E., and Tatsuoka, F. (1998). "Anisotropy in the elastic deformation of materials." Soils and Foundations, 38(1), 163-179.
14. Howie,J.A., Shozen,T. and Vaid,Y.P. (2001). "Effect of ageing on stiffness on loose Fraser Rover sand." Advanced laboratory stress-strain testing of geomaterials (Tatsuoka et al. eds.), Balkema, 235-243.
15. Imai,G, Tanaka,Y., and Saegusa, H. (2003). "One-dimensional consolidation modeling based on the isotach law for normally consolidated clays.", Soils and Foundations, 43(4), 173-188.
16. Kan, M. S. and Tsuchida, T. (2003). "Secondary consolidation characteristics of Pleistocene clay considering load increment ratio and loading period." Proc. Japan Geotechnical Engineering Symposium, Akita, 259-260 (in Japanese).
17. Kiyota, T. and Ezoui, A. (2003): Internal report, Geotechnical Laboratory, University of Tokyo.
18. Kiyota, T. (2004). "Viscous properties and yield characteristics of loose sand in triaxial tests." Master Thesis, the Department of Civil Engineering, the University of Tokyo (in Japanese).
19. th Japan National Conf. on Geotechnical Engineering, JGS, Niigata, July (in Japanese).
20. th Annual Conference of JSCE, III (in Japanese).
21. rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, September, 2003, 1, 579-587.
22. Kongsukprasert, L., Kuwano, R and Tatsuoka, F. (2001). "Effects of ageing with shear stress on the stress-strain behavior of cement-mixed sand." Advanced laboratory stress-strain testing of geomaterials (Tatsuoka et al. eds.), Balkema, 251-258.
23. rd Int. Symp. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, Sept. 2003, 1, 569-577.
24. Kongkitkul, W., Hirakawa, D., Tatsuoka, F. and Uchimura, T. (2003). "Viscous deformation of geogrid reinforcement under cyclic loading conditions and its model simulation." Geosynthetics International (accepted).
25. Kuwano, R. and Jardine, R. J. (2002). "On measuring creep behaviour in granular materials through triaxial testing." Canadian Geotechnical Journal, 39(5), 1061-1074.
26. Lade, P. V. and Liu, C-T. (1998). "Experimental study of drained creep behaviour of sand" Journal of Engineering Mechanics, ASCE 124(8): 912-920.
27. Lade, P. V. and Liu, C.-T. (2001). "Modeling creep behaviour of granular materials." Computer Methods and Advances in Geomechanics (Desai et al. eds.), Balkema, 277-284.
28. Leroueil, S. and Marques, M. E. (1996). "Importance of strain rate and temperature effects in geotechncial engineering." S-O-A Report for Session on Measuring and Modeling Time Dependent Soil Behaviour, ASCE Convention, Washington, Geot. Special Publication 61: 1-60.
29. Leroueil, S. and Hight, D. W. (2002). "Behaviour of and properties of natural soils and rocks." Characteriasation and Engineering Properties of Natural Soils (Tan et al., eds.), Swets & Zeitlinger, Lisse, 29-254.
30. rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, September, 2003, 1, 617-625.
31. Li,J.-Z., Acosta-Martínez,H., Tatsuoka,F. And Deng,J.-L. (2004). "Viscous property of soft clay and its modeling.", Engineering Practice and Performance of Soft Deposits, Proc. of IS Osaka 2004 (to appear).
32. Ling, H.I. and Tatsuoka, F. (1994), "Performance of anisotropic geosynthetic-reinforced cohesive soil mass", Journal of Geotechnical Engineering, ASCE, 120 (7), 1166-1184.
33. Lohani, T. N., Kongsukprasent, L., Watanabe, K., and Tatsuoka, F. (2003). "Strength and deformation characteristics of cement-mixed gravel for engineering use." Proc. 3rd Int. Symp. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, 1. 637-643.
34. Matsushita, M., Tatsuoka, F., Koseki, J., Cazacliu, B., Di Benedetto, H. and Yasin, S. J. M. (1999). "Time effects on the pre-peak deformation properties of sands." Proc. Second Int. Conf. on Pre-Failure Deformation Characteristics of Geomaterials, IS Torino '99 (Jamiolkowski et al., eds.), Balkema, 1, 681-689.
35. Mejia, C.A., Vaid, Y. P. and Negussey, D. (1988). "Time dependent behaviour of sand." Proc. Int. Conf. On Rheology and Soil Mechanics (Keedwell eds.), Elsevier Applied Science, 312-326.
36. Mimura, M., Takeda, K., Yamamoto, K., Fujiwara, T. and Jang, W.-Y. (2003). "Long-term settlement of the reclaimed quasi-overconsolidated Pleistocene clay deposits in Osaka Bay." Soils and Foundations, 43(6), 141-153.
37. Molenkamp, F. (1980). "Elasto-plastic double hardening model MONOT." Delft Soil Mechanics Laboratory, Co. 218595.
38. Murayama,S., Michihiro,K. and Sakagami,T. (1984). "Creep characteristics of sands." Soils and Foundations, 24(2), 1-15.
39. Nakamura, Y., Kuwano, J. and Hashimoto, S. (1999). "Small strain stiffness and creep of Toyoura sand measured by a hollow cylinder apparatus." Proc. of the Second International Conference on Pre-failure Deformation Characteristics of Geomaterials, Torino, 1999, Balkema (Jamiolkowski et al., eds.), 1, 141-148.
40. Nawir, H., Kuwano, R. and Tatsuoka, F. (2001). "Effects of stress path on the flow rule of sand in triaxial compression." Advanced Laboratory Stress-Strain Testing of Geomaterials (Tatsuoka et al., eds), Balkema, 287-294.
41. rd Int. Symp. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, Sept. 2003, 1, 645-653.
42. Nawir, H., Tatsuoka, F. and Kuwano, R. (2003a). "Experimental evaluation of the viscous properties of sand in shear." Soils and Foundations. 43(6), 13-31.
43. Nawir, H., Tatsuoka, F. and Kuwano, R. (2003b): "Viscous effects on the shear yielding characteristics of sand", Soils and Foundations, 43(6), 33-50.
44. th Japan National Conf. On Geotechnical Engineering, JGS (Osaka) (in Japanese).
45. Ohmukai, N., Rito, F., Tanaka, H. and Mizukami, J. (2003): "Estimation of the strain rate effect influenced to the consolidation characteristic of Osaka Bay Pleistocene clay", Soft Ground Engineering in Coastal Areas (Tsuchida et al. eds.), Swets & Zeiltlinger, 79-84.
46. Oka, F., Kodaka, T., Kimoto, S., Ishigaki, S. and Tsuji, C. (2003). "Step-changed strain rate effect on the stress-strain relations of clay and a constitutive modeling, Soils and Foundations, 43(4), 189-202.
47. rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, September, 2003, 1. 365-373.
48. Santucci de Magistris, F., Koseki, J., Amaya, M., Hamaya, S., Sato, T. and Tatsuoka, F. (1999a). "A triaxial testing system to evaluate stress-strain behaviour of soils for wide range of strain and strain rate." Geotechnical Testing Journal, ASTM, 22(1), 44-60.
49. Santucci de Magistris, F. and Tatsuoka, F. (1999). "Time effects on the stress-strain behaviour of Metramo silty sand." Proc. Second Int. Conf. on Pre-Failure Deformation Characteristics of Geomaterials, IS Torino '99 (Jamiolkowski et al., eds.), Balkema, 1, 491-555.
50. Siddiquee,M.S.A., Tanaka T., Tatsuoka,F., Tani.K. and Morimoto,T. (1999), "Numerical simulation of the bearing capacity of strip footing on sand", Soils and Foundations, Vol.39, No.4, pp.93-109.
51. Siddiquee, M. S. A., Tatsuoka, F., Tanaka, T., Tani, K., Yoshida, K. and Morimoto, T. (2001a). "Model tests and FEM simulation of some factors affecting the bearing capacity of footing on sand." Soils and Foundations, 41 (2), 53-76.
52. Siddiquee, M. S. A. and Tatsuoka, F. (2001b). "Modeling time-dependent stress-strain behavior of stiff geomaterials and its applications." Proc. of 10th International Conference on Computer Methods and Advances in Geomechanics (IACMAG), Tucson, Arizona on January 7-12, 401-406.
53. rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, September, 2003, 1, 873-881.
54. Siddiquee,M.S.A. (2003): Personal communication.
55. rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, September, 2003, 1, 627-635.
56. Tatsuoka, F. and Ishihara, K. (1974), "Yielding of sand in triaxial compression", Soils and Foundations (Journal of Japanese Society of Soil Mechanics and Foundation Engineering), Vol. 14, No.2, pp.51-65.
57. Tatsuoka, F., Molenkamp, F., Torii, T., and Hino, T. (1984), "Behavior of lubrication layers of platens in element tests", Soils and Foundations, 24 (1), 113-128.
58. Tatsuoka, F., Okahara, M., Tanaka, T., Tani, K., Morimoto, T. and Siddiquee, M. S. A. (1991). "Progressive failure and particle size effect in bearing capacity of a footing on sand." Proc. ASCE Geotech. Engineering Congress, 1991, Boulder, ASCE Geotechnical Special Publication, 27, 788-802.
59. Tatsuoka, F., Sato, T., Park, C.-S., Kim, Y.-S., Mukabi, J.N. and Kohata, Y. (1994). "Measurements of elastic properties of geomaterials in laboratory compression tests." Geotechnical Testing Journal, ASTM, 17(1), 80-94.
60. Tatsuoka, F., Jardine, R. J., Lo Presti, D., Di Benedetto, H. and Kodaka, T. (1999). "Characterising the Pre-Failure Deformation Properties of Geomaterials." Theme Lecture for Plenary Session No.1, Proc. of XIV IC on SMFE, Hamburg, September 1997, 4, 2129-2164.
61. Tatsuoka, F., Santucci de Magistris, F., Hayano, K., Momoya, Y. and Koseki, J. (200la). "Some new aspects of time effects on the stress-strain behaviour of stiff geomaterials." Keynote Lecture, The Geotechnics of Hard Soils - Soft Rocks, Proc. of Second Int. Conf. on Hard Soils and Soft Rocks, Napoli, 1998 (Evamgelista and Picarelli eds.), Balkema, 2. 1285-1371.
62. Tatsuoka, F., Uchimura, T., Hayano, K., Di Benedetto, H., Koseki, J. and Siddiquee, M. S. A. (2001b). "Time-dependent deformation characteristics of stiff geomaterials in engineering practice." the Theme Lecture, Proc. of the Second International Conference on Pre-failure Deformation Characteristics of Geomaterials, Torino, 1999, Balkema (Jamiolkowski et al., eds.), 2, 1161-1262.
63. Tatsuoka, F., Ishihara, M., Di Benedetto, H. and Kuwano, R. (2002a). "Time-dependent shear deformation characteristics of geomaterials and their simulation." Soils and Foundations, 42(2), 103-129.
64. Tatsuoka, F., Hayano, K. and Koseki, J. (2002b). "Strength and deformation characteristics of sedimentary soft rock in the Tokyo metropolitan area." Characterisation and Engineering Properties of Natural Soils (Tan et al. eds.), Swets & Zeitlinger, 1461-1525.
65. rd Int. Sym. on Deformation Characteristics of Geomaterials, IS Lyon 03 (Di Benedetto et al. eds.), Balkema, September, 2003, 1, 1135-1143.
66. Uchimura, T., Tateyama, M., Koga, T., and Tatsuoka, F. (2003). "Performance of a preloaded-prestressed geogrid-reinforced soil pier for a railway bridge." Soils and Foundations, 43(6), 33-50.
67. th Japan National Conference on Geotechnical Engineering, JGS, Niigata, July.
68. Vaughn, P. R. (1997). "Engineering behaviour of weak rock: Some answers and some questions." Geotechnical Engineering of Hard Soils and Soft Rocks, Balkema, 3, 1741-1765.
69. Vermeer, P.A. (1978). "A double hardening model for sand." Géotechnique, 28(4), 413-433.
70. Yamamuro, J. A. and Lade, P. V. (1993). "Effects of strain rate on instability of granular soils." Geotechnical Testing Journal, ASTM, 16(3), 304-313.
71. th Japan National Conf. on Geotechnical Engineering, JGS, Akita, June.