A study of mechanical behavior of rock-fill materials with reference to particle crushing

Science in China, Series E: Technological Sciences

Volumn 50, Issue SUPPL. 1, 2007, Pages 125-135

  Huang, Wenxiong ^a   Ren, Qingwen ^a   Sun, Dean ^b  

^a HOHAI UNIVERSITY   (China)

^b SHANGHAI UNIVERSITY   (China)

Author keywords

Compressibility; Granular materials; Particle crushing; Rock fill materials; Shear dilatancy

Indexed keywords

COMPRESSIBILITY; COMPRESSIVE STRESS; CRUSHING; GRANULAR MATERIALS;

PARTICLE CRUSHING; ROCK FILL MATERIALS; SHEAR DILATANCY; STRESS LEVELS;

EMBANKMENT DAMS;

EID: 36048970118     PISSN: 10069321     EISSN: 1862281X     Source Type: Journal    
DOI: 10.1007/s11431-007-6012-8     Document Type: Article

References (30)

1. Kolymbas D. An outline of hypoplasticity. Arch Appl Mech, 1991, 61: 143-154
2. Bai S T. Mechanical properties of rock-fill materials. In: Proceedings of 10 Years Symposiums on Concrete Membrane Rock-Fill Dams (1985-1995). Beijing: China Water Power Press, 1995
3. Sun D A, Huang W, Sheng D et al. An elastoplastic model for granular materials exhibiting particle crushing. Key Eng Mater, 2006, 340-341: 1273-1278
4. Duncan J M, Chang C Y. Nonlinear analysis of stress and strain in soils. J Soil Mech Found Div, 1970, 96(5): 1629-1653
5. Schofield A, Wroth P. Critical State Soil Mechanics. Cambridge: Cambridge University Press, 1968
6. Manzari M T, Dafalias Y F. A critical state two-surface plasticity model for sands. Géotechnique, 1997, 47(2): 255-272
7. Hashiguchi K, Imamura T. Prediction of deformation behavior of sands by the subloading surface model. In: Saada A, Bianchini G, eds. Constitutive Equations for Granular Non-cohesive Soils. Rotterdam: A.A. Balkema, 1989. 293-306
8. Wu W, Bauer E, Kolymbas D. Hypoplastic constitutive model with critical state for granular materials. Mech Mater, 1996, 23: 45-69
9. Gudehus G. A comprehensive constitutive equation for granular materials. Soils Found, 1996, 36(1): 1-12
10. Bauer E. Calibration of a comprehensive hypoplastic model for granular materials. Soils Found, 1996, 36(1): 13-26
11. Nemat-Nasser S, Hori M. Micromechanics: Overall properties of heterogeneous materials. North Holland: Elsevier, 1993
12. Hicher P-Y. Experimental behavior of granular materials. In: Cambou B, ed. Behavior of Granular Materials. New York: Springer, 1998. 1-97
13. Herle I, Gudehus G. Determination of parameters of a hypoplastic constitutive model from properties of grain assemblies. Mech Cohes Frict Mater, 1999, 4: 461-486
14. Nakata Y, Hyodo M, Hyde A F L, et al. Microscopic particle crushing of sand subjected to high pressure one-dimensional compression. Soils Found, 2001, 41(1): 69-82
15. Billam J. Some aspects of the behavior of granular materials at high pressures. In: Proceedings of the Roscoe Memorial Symposium, Cambridge, 1972. 69-80
16. Liu M C, Gao Y F, Liu H L, et al. Large-scale triaxial test study on deformation and strength characteristics of rockfill materials. Chin J Rock Mech Eng (in Chinese), 2003, 22(7): 1104-1111
17. Zhang Q Y. Measurement of shear strength of gravels and rockfill materials using large scale triaxial apparatus. J Nanjing Hydr Res Inst (in Chinese), 1980, 1: 25-38
18. Sun D A, Huang W, Yao Y P. An experimental study of failure and softening in sand under three-dimensional stress condition. Gran Matt, in press
19. Lade P V. Assessment of test data for selection of 3-D failure criterion for sand. Int J Numer Anal Meth Geomech, 2006, 30: 307-333
20. Matsuoka H, Nakai T. Stress-deformation and strength characteristics of soil under three difference principal stresses. Proc JSCE, 1974, 232: 59-70
21. Lade P V. Elasto-plastic stress-strain theory for cohesionless soil with curved yield surface. Int J Solids Struct, 1977, 13: 1019-1035
22. Yao Y P, Lu D C, Zhou A N, et al. Generalized non-linear strength theory and transformed stress space. Sci China Ser E-Tech Sci, 2004, 47(6): 691-709
23. Wu W, Niemunis A. Beyond failure in granular materials. Int J Numer Anal Meth Geomech, 1997, 21: 153-174
24. Iwana D, Yoshida T, Takezawa K, et al. Large-size one-dimensional compression tests on rockfill materials. In: Proceedings of 39th Japan National Conference on Geotechnological Engineering, 2004. 485-488
25. Yamamuro J A, Bopp P A, Lade P V. One dimensional compression of sand at high pressure. J Geotech Eng ASCE, 1996, 122(2): 147-154
26. Butterfield R. A natural compression law for soils. Géotechnique, 1979, 29(4): 469-480
27. Verdungo R, Ishihara K. The steady state of sandy soils. Soils Found, 1996, 36(2): 81-91
28. Lade P V, Bopp P A. Relative density effects on drained sand behavior at high pressures. Soils Found, 2005, 45(1): 1-13
29. Wang Q, Lade P V. Shear banding in true triaxial tests and its effect on failure in sand. J Eng Mech ASCE, 2001, 127(8): 754-761
30. Huang W, Sun D A, Sloan S W. Analysis of the failure mode and softening behavior of sands in true triaxial tests. Int J Solid Struct, 2007, 44(5): 1423-1437