Experimental evaluation of the viscous properties of sand in shear

Soils and Foundations

Volumn 43, Issue 6, 2003, Pages 13-31

  Nawir, Hasbullah ^a,b   Tatsuoka, Fumio ^b   Kuwano, Reiko ^b,c  

^a BANDUNG INSTITUTE OF TECHNOLOGY   (Indonesia)

^b UNIVERSITY OF TOKYO   (Japan)

^c Publics Works Research Institute   (Japan)

Author keywords

Constitutive modelling; Creep; Deformation; Sand; Triaxial compression tests; Viscous properties (IGC: D6 D7)

Indexed keywords

COMPRESSIBILITY; DEFORMATION; FUNCTIONS; PRESSURE EFFECTS; STRAIN RATE; VISCOSITY; WETTING;

CONSTITUTIVE MODELING; TRIAXIAL COMPRESSION TESTS; VISCOUS PROPERTIES;

SAND;

EID: 17044433620     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.6_13     Document Type: Article

References (34)

1. Ampadu, S. K. and Tatsuoka, F. (1993): Effect of setting method on the behaviour of clays in triaxial compression from saturation to undrained shear, Soils and Foundations, 33(2), 14-34.
2. Anh Dan, L. Q., Tatsuoka, F. and Koseki, J. (2003): Viscous shear stress-strain characteristics of dense gravel in triaxial compression, Geotech. Testiny J. ASCE (submitted).
3. 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 (eds. by Jamiolkowski et al.), 2, 1357-1367.
4. Di Benedetto, H., Tatsuoka, F. and Ishihara, M. (2002): Time-dependent deformation characteristics of sand and their constitutive modelling, Soils and Foundations, 42(2), 1-22.
5. 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.
6. Hayano, K., Matsumoto, M., Tatsuoka, F. and Koseki, J. (2001): Evaluation of time-dependent deformation property of sedimentary soft rock and its constitutive modelling, Soils and Foundations, 41(2), 21-38.
7. Hoque, E., Sato, T. and Tatsuoka, F. (1997): Performance evaluation of LDTs for the use in triaxial tests, Geotech. Testing J. ASTM, 20(2), 149-167.
8. Hoque, E. and Tatsuoka, F. (1998): Anisotropy in the elastic deformation of materials, Soils and Foundations, 38(1), 163-179.
9. 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 (eds. by Tatsuoka et al.), Balkema, 235-243.
10. Jiang, G. L., Tatsuoka, F., Flora, A. and Koseki, J. (1997): Inherent and stress state-induced anisotropy in very small strain stiffness of a sandy gravel, Géotechnique, 47(3), Symposium (in print), 509-521.
11. 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 (eds. by Tatsuoka et al.), Balkema, 251-258.
12. Kuwano, R. and Jardine, R. J. (2002): On measuring creep behaviour in granular materials through triaxial testing, Can. Geotech. J., 39(5), 1061-1074.
13. Lade, P. V. and Liu, C.-T. (1998): Experimental study of drained creep behaviour of sand, J. of Engrg. Mechanics, ASCE, 124(8), 912-920.
14. Lade, P. V. and Liu, C.-T. (2001): Modeling creep behaviour of granular materials, Computer Methods and Advances in Geomechanics (eds. by Desai et al.), Balkema, 277-284.
15. Ling, H. I. and Tatsuoka, F. (1994): Performance of anisotropic geosynthetic-reinforced cohesive soil mass, J. of Geotech. Engrg., ASCE, 120(7), 1166-1184.
16. 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 (eds. by Jamiolkowski et al.), Balkema, 1, 681-689.
17. Mejia, C. A., Vaid, Y. P. and Negussey, D. (1988): Time dependent behaviour of sand, Proc. Int. Conf. on Rheology and Soil Mechanics (eds. by Keedwell), Elsevier Applied Science, 312-326.
18. Miura, S. and Toki, S. (1982): A sample preparation method and its effect on static and cyclic deformation-strength properties of sand, Soils and Foundations, 22(1), 61-77.
19. Murayama, S., Michihiro, K. and Sakagami, T. (1984): Creep characteristics of sands, Soils and Foundations, 24(2), 1-15.
20. 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 2nd Int. Conf. on Pre-failure Deformation Characteristics of Geomaterials, Torino, 1999, Balkema (eds. by Jamiolkowski et al.), 1, 141-148.
21. Nawir, H. (2002): Viscous effects on yielding characteristics of sand in triaxial compression, Ph.D thesis, University of Tokyo.
22. 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 (eds. by Tatsuoka et al.), Balkema, 287-294.
23. Nawir, H., Tatsuoka, F. and Kuwano, R. (2003): Effects of viscous properties on the shear yielding characteristics of sand, Soils and Foundations, 43(6), 33-50.
24. Roh, H.-S. and Tatsuoka, F. (2002): Effects of preloading and prestressing on the strength and stiffness of geosynthetic-reinforced clay in plane strain compression, Geosynthetics Int., 8(5), 393-444.
25. Santucci de Magistris, F., Koseki, J., Amaya, M., Hamaya, S., Sato, T. and Tatsuoka, F. (1999): A triaxial testing system to evaluate stress-strain behaviour of soils for wide range of strain and strain rate, Geotech. Testing J. ASTM, 22(1), 44-60.
26. Tani, Y., Hatanaka, Y. and Nagao, T. (1983): Development of small three-component dynamometer for cutting force measurement, Bulletin of the Japanese Society of Mechanical Engrg. 26-241, 650-658.
27. Tatsuoka, F., Goto, S. and Sakamoto, M. (1986): Effects of some factors on strength and deformation characteristics of sand at low pressures, Soils and Foundations, 26(1), 105-114.
28. Tatsuoka, F. and Ishihara, K. (1974): Yielding of sand in triaxial compression, Soils and Foundations, 14(2), 51-65.
29. Tatsuoka, F., Ishihara, M., Di Benedetto, H. and Kuwano, R. (2002): Time-dependent shear deformation characteristics of geomaterials and their simulation, Soils and Foundations, 42(2), 103-129.
30. 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.
31. 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, Geotech, Testing J. ASTM, 17(1), 80-94.
32. Tatsuoka, F., Siddiquee, M. S. A., Park, C.-S., Sakamoto, M. and Abe, F. (1993), Modeling stress-strain relations of sand, Soils and Foundations, 33(2), 60-81.
33. Yamamuro, J. A. and Lade, P. V. (1993): Effects of strain rate on instability of granular soils, Geotech. Testing J. ASTM, 16(3), 304-313.
34. Yasin, S. J. M., Umetsu, K., Tatsuoka, F., Arthur, J. R. F. and Dunstan, T. (1999): Plane strain strength and deformation of sands affected by batch variations in two different types of apparatus, Geotech. Testing J. ASTM, 22(1), 80-100.